Re-Model O`Reilly Auto Parts Store 321 SOUTH MAIN STREET

Transcription

DISTRIBUTIONS:
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
Professional of Record
Re-Model O'Reilly Auto Parts Store
321 SOUTH MAIN STREET
FOUNTAIN INN, SC 29644
DOOR MARK
?
WINDOW MARK
BIDDING INFORMATION
WWW.DESIGNBIDBUILD.NET/OREILLY
*CLICK ON CURRENT PROJECTS LINK
LOCATED ON SIGN IN PAGE TO VIEW
INVITED GENERAL CONTRACTORS.
DETAIL NUMBER
X
XX
DETAIL MARK
#
O'REILLY AUTOMOTIVE STORES, INC. A MISSOURI CORPORATION
(FORMERLY KNOWN AS O'REILLY AUTOMOTIVE, INC.)
CORPORATE OFFICES
233 SOUTH PATTERSON
SPRINGFIELD, MISSOURI 65802
417-862-2674 PHONE
GRID MARK
SHEET NUMBER
ALL SUB-CONTRACTOR BIDS TO BE
SUBMITTED TO INVITED GENERAL
CONTRACTORS ONLY.
AFF
AC
A/C
ALT
AL
ALUM
AB
ARCH
BSMT
BRG
BM
BEL
BLK
BLKG
BD
BW
BOT
BF
BOF
BRK
BLDG
BUR
CAB
CLG
CL
C/O
CC
CLR
COL
CONC
CMU
CONST
CONTR
CONT
CNTR
CFL
CISK
CRS
CF
CY
DL
DEM
DTL
DIAG
DIAM
DIM
DR
DS
D
DWG
DF
E
EIFS
ELEC
EWC
EL
ELEV
ELEV
EMER
EQ
EXG
EXIST
EXP
EXT
FOF
FO
FOM
FOS
FIN
FFE
FFL
FE
FEC
FT
FLG
FLR
FD
FTG
FDN
FNDN
FUR
GA
GV
GALV
GC
GL
GP
GYP
GWB
HTG
HVAC
HT
HC
HM
HK
HOR
HB
INS
ABOVE FINISHED FLOOR
ACOUSTICAL
AIR CONDITIONING
ALTERNATE
ALUMINUM
ALUMINUM
ANCHOR BOLT
ARCHITECT (URAL)
BASEMENT
BEARING
BENCH MARK
BELOW
BLOCK
BLOCKING
BOARD
BOTH WAYS
BOTTOM
BOTTOM OF FOOTING
BOTTOM OF FOOTING
BRICK
BUILDING
BUILT-UP ROOFING
CABINET
CEILING
CENTER LINE
CENTER OF
CENTER TO CENTER
CLEAR
COLUMN
CONCRETE
CONCRETE MASONRY UNIT
CONSTRUCTION
CONTRACTOR
CONTINUOUS
COUNTER
COUNTER FLASHING
COUNTERSUNK
COURSE(S)
CUBIC FOOT
CUBIC YARD
DEAD LOAD
DEMOLISH, DEMOLITION
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DOOR
DOWN SPOUT
DRAIN
DRAWING
DRINKING FOUNTAIN
EAST
EXTERIOR INSULATION AND FINISH SYSTEM
ELECTRIC(AL)
ELECTRIC WATER COOLER
ELEVATION
ELEVATION
ELEVATOR
EMERGENCY
EQUAL
EXISTING
EXISTING
EXPOSED
EXTERIOR
FACE OF FINISH
FACE OF
FACE OF MASONRY
FACE OF STUDS
FINISH(ED)
FINISHED FLOOR ELEV.
FINISHED FLOOR LINE
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE TREATED
FLASHING
FLOOR
FLOOR DRAIN
FOOTING
FOUNDATION
FOUNDATION
FURRED(ING)
GAGE, GAUGE
GALVANIZED
GALVANIZED
GENERAL CONTRACT(OR)
GLASS, GLAZING
GYPSUM
GYPSUM
GYPSUM WALL BOARD
HEATING
HEATING/VENTILATING/AIR COND.
HEIGHT
HOLLOW CORE
HOLLOW METAL
HOOK(S)
HORIZONTAL
HOSE BIBB
INSULATE(D), (ION)
INSUL
INT
JST
JT
JNT
KIT
LH
LF
LTL
L
LL
MACH
MH
MFR
MAS
MO
MAX
MECH
MED
MBR
MET
MTL
M
MWK
MIN
MISC
MT
NOM
N
NIC
NTS
OC
OPG
OPH
OD
OO
OA
OH
PC
PNT
PTD
PKG
PLAM
PL
PWD
PVC
PSF
PSI
PT
PL
REM
RET
RH
RD
RFG
RM
RO
SNT
SLNT
SEC
SECT
SHTHG
SHT
SIM
SC
S
SF
SI
SY
STD
STO
SUS
SYM
TEL
TV
THK
T&G
TM
TOM
TS
TOS
TW
TOW
TYP
UON
UNO
VERT
VT
WSCT
WC
WWF
W
W
WIN
WO
W/O
WD
INSULATE
INTERIOR
JOIST
JOINT
JOINT
KITCHEN
LEFT HAND
LINEAL FOOT
LENGTH
LINTEL
LIVE LOAD
MACHINE
MANHOLE
MANUFACTURER
MASONRY
MASONRY OPENING
MAXIMUM
MECHANIC(AL)
MEDIUM
MODIFIED BITUMEN ROOFING
METAL
METAL
METER(S)
MILLWORK
MINIMUM
MISCELLANEOUS
MOUNT(ED), (ING)
NOMINAL
NORTH
NOT IN CONTRACT
NOT TO SCALE
ON CENTER(S)
OPENING
OPPOSITE HAND
OUTSIDE DIAMETER
OUT TO OUT
OVERALL
OVERHEAD
PIECE
PAINT(ED)
PAINT(ED)
PARKING
PLASTIC LAMINATE
PLATE
PLYWOOD
POLYVINYL CHLORIDE
POUNDS PER SQUARE FT.
POUNDS PER SQUARE IN.
PRESSURE TREATED
PROPERTY LINE
REMOVE
RETURN
RIGHT HAND
ROOF DRAIN
ROOFING
ROOM
ROUGH OPENING
SEALANT
SEALANT
SECTION
SECTION
SHEATHING
SHEET
SIMILAR
SOLID CORE
SOUTH
SQUARE FOOT
SQUARE INCH
SQUARE YARD
STANDARD
STORAGE
SUSPENDED
SYMMETRY, (ICAL)
TELEPHONE
TELEVISION
THICK(NESS)
TONGUE & GROOVE
TOP OF MASONRY
TOP OF MASONRY
TOP OF STEEL
TOP OF STEEL
TOP OF WALL
TOP OF WALL
TYPICAL
UNLESS OTHERWISE NOTED
UNLESS NOTED OTHERWISE
VERTICAL
VINYL TILE
WAINSCOT
WATER CLOSET
WELDED WIRE FABRIC
WEST
WIDTH, WIDE
WINDOW
WITHOUT
WITHOUT
WOOD
D1 / A3
JEREMY BASS
PROJECT ADMINISTRATOR
417-862-2674
2949
BUILDING OFFICIAL CONTACT NUMBER:
864-409-3334
SHEET NUMBER
COUNTY:
ZIP CODE:
GREENVILLE
29644
T1
GOVERNING CODES AND ORDINANCES
BUILDING CODE:
ACCESSIBILITY CODE:
PLUMBING CODE:
MECHANICAL CODE:
ELECTRICAL CODE:
FIRE CODE:
ENERGY CODE:
2012 IBC
ANSI A117.1
2012 IPC
2012 IMC
2011 NEC
2012 IFC
2012 IECC
ASP1
USE GROUP & CONSTRUCTION TYPE
USE GROUP:
CONSTRUCTION TYPE:
A.
B.
CONTRACT ADMINISTRATION (LIMITED SERVICE): THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN
ARE PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT ADMINISTRATION SERVICES FOR THIS PROJECT
WHICH IS THE RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR FIELD
ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE
UNCOVERED THAT REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT AND/OR ENGINEER DOES NOT
DELEGATE AUTHORITY TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR SPECIFICATIONS AS
AUTHENTICATED HEREIN.
DO NOT SCALE DRAWINGS. CONTACT PROFESSIONAL OF RECORD FOR CLARIFICATIONS NEEDED.
2.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO START OF
CONSTRUCTION, IF DISCREPANCIES ARE FOUND, THE OWNER SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO
COMMENCING WORK. NOTIFY "PROFESSIONAL OF RECORD" IF METAL STUDS ARE NOTCHED OR MANIPULATED IN ANY
MANNER TO ACCOMMODATE OVERHEAD WORK. GENERAL CONTRACTOR SHALL REVIEW ANY TENANT
CRITERIA/HANDBOOKS AND COMPLY WITH ALL REQUIREMENTS THEREOF.
3.
PRIOR TO SUBMITTING HIS BID THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY ALL DRAWINGS AND VERIFY
EXTENT OF DEMOLITION WORK (IF REQUIRED) WITH TENANT'S FIELD REPRESENTATIVE.
4.
DETAILS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY
BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. OBTAIN
OWNERS REPRESENTATIVE APPROVAL PRIOR TO PROCEEDING WITH DEVIATION FROM DETAIL(S).
5.
GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY
LOCAL AUTHORITIES, LANDLORD OR AS NECESSARY FOR PEDESTRIAN SAFETY.
6.
GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS.
CONTRACTOR SHALL NOTIFY TENANT IMMEDIATELY UPON ANY/ALL DISCREPANCIES.
7.
CONTRACTOR SHALL BE RESPONSIBLE FOR FLOOR PATCHING, LEVELING, AND PREPARATION FOR AND OF FLOOR
FINISH SUGGESTED INSTALLATION SPECIFICATIONS.
8.
PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES WHERE THEY TERMINATE OR
MEET ANY OTHER MATERIAL. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR
DRYWALLED SURFACES, UNLESS NOTED OTHERWISE.
9.
10.
11.
26.
COMBUSTIBLE INTERIOR FINISH PRODUCTS SHALL BE PROVIDED PER THE REQUIREMENTS OF THE RESPECTIVE
OCCUPANCY CHAPTER OF THE LOCAL BUILDING CODE, THAT THE PROJECT IS BEING PERMITTED UNDER. PROVIDE
VERIFICATION AT THE TIME OF FINAL INSPECTION THAT THE PRODUCTS COMPLY WITH THE REQUIREMENTS.
27.
MATERIALS, EQUIPMENT, AND ASSEMBLIES SHOWN OR SPECIFIED ARE MINIMUM REQUIREMENTS OR PERFORMANCE
STANDARDS. LOCAL JURISDICTIONS MAY REQUIRE PERFORMANCE STANDARDS BEYOND THOSE SHOWN OR SPECIFIED.
FURTHERMORE, LOCAL JURISDICTIONS MAY PREVENT THE USE OF COMMONLY ACCEPTED MATERIALS. CONTRACTOR
SHALL FAMILIARIZE HIMSELF WITH ALL LOCAL REQUIREMENTS FOR LICENSING, MATERIALS, AND PERFORMANCE
STANDARDS, PRIOR TO SUBMITTING BID. ALL CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND LOCAL
REQUIREMENTS SHALL BE BROUGHT TO THE OWNER'S ATTENTION AND RESOLVED, BY MUTUAL AGREEMENT, PRIOR TO
SUBMISSION OF BID OR HIGHEST PRICED WORK. LOCAL REQUIREMENTS VERSUS SPECIFIED REQUIREMENTS SHALL BE
INCLUDED IN THE BID.
28.
29.
THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS NOT INTENDED FOR
USE BY COMPONENT DESIGNERS OR MANUFACTURERS AS THEIR SOLE DESIGN CRITERIA WITHOUT VERIFICATION.
EACH DESIGNER AND/OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL CODE CRITERIA WITH WHICH HIS
ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT LIMITED TO LOADING, APPLICATION, FUNCTIONALITY,
ETC. PERFORMANCE CRITERIA PROVIDED ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS THE
MINIMUM STANDARDS ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST EVALUATE THESE MINIMUMS AGAINST
SPECIFIC INDUSTRY STANDARDS AS WELL AS CODES, LAWS, ORDINANCES AND UNDERWRITER REQUIREMENTS
GOVERNING HIS PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST STRINGENT OF
THESE CRITERIA SHALL GOVERN.
A VESTIBULE IS NOT BEING PROVIDED IN ACCORDANCE ASHRAE STANDARD 90.1-2010, ASHRAE STANDARD 90.1 DOES
NOT REQUIRE A VESTIBULE IN CLIMATE ZONE 3 IN BUILDINGS UNDER 10,000 SF AND LESS THAN FOUR STORIES ABOVE
STREET LEVEL.
OCCUPANCY LOAD
SUMMARY
KEEP ALL PIPING AS CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF ROOF AS POSSIBLE.
THE INFORMATION PROVIDED IN THIS DOCUMENT IS FROM DOCUMENTATION AVAILABLE AND MAY NOT REFLECT EXACT
FIELD CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL INFORMATION.
BRING CONFLICTS TO THE ATTENTION OF THE OWNERS REPRESENTATIVE AND OBTAIN APPROVAL FROM THE OWNERS
REPRESENTATIVE OR AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH ALTERNATE METHODS AND/OR
MATERIALS, ETC.
DRYWALL SHALL BE 5/8" GYPSUM BOARD ON 3 5/8" OR 6" X 18-20 GAUGE METAL STUDS AT 16" OC UNLESS NOTED
OTHERWISE. GYPSUM BOARD SHALL BE TAPED AND SANDED TO 6" ABOVE FINISH CEILING AND READY TO RECEIVE
PAINT. METAL GAUGE PER MANUFACTURERS RECOMMENDATIONS BASED ON HEIGHT LIMITATIONS.
13.
ALL DOOR JAMBS ARE TO BE LOCATED 4" OFF THE FACE OF STUD OF ADJACENT WALL UNLESS NOTED OTHERWISE.
14.
CONTRACTOR SHALL VERIFY EXISTING LOCATION OF MECHANICAL, ELECTRICAL, AND PLUMBING SERVICES AND
EXTEND AS REQUIRED TO LOCATION SHOWN ON PLANS. REFER TO ELECTRICAL DRAWINGS AND STANDARD
SPECIFICATION SHEETS FOR FULL SCOPE OF WORK.
15.
ANY CONDUIT NOT USED SHALL BE CAPPED BELOW SLAB OR RUN ABOVE AND TERMINATED.
16.
REFER TO ALL ARCHITECTURAL/STRUCTURAL/ ELECTRICAL/MECHANICAL/ PLUMBING DRAWINGS FOR ENTIRE SCOPE OF
WORK.
17.
ALL MATERIALS AND WORK PERFORMED MUST BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RULES,
REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF ALL LOCAL, CITY, COUNTY, STATE, AND FEDERAL
ORGANIZATIONS HAVING JURISDICTION.
18.
WHERE APPLICABLE, ALL EQUIPMENT, FIXTURES AND MATERIALS SHALL BE LISTED BY UNDERWRITERS LABORATORIES
(U.L.) AND TENANT'S RESPECTIVE INSURANCE CARRIER.
19.
AS WORK PROGRESSES AND FOR THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL MAINTAIN A COMPLETE
AND SEPARATE SET OF PRINTS OF THE CONTRACT DRAWINGS AT THE JOB SITE AT ALL TIMES. THE CONTRACTOR
SHALL CLEARLY AND ACCURATELY RECORD ALL WORK COMPLETED AND ALL MODIFICATIONS AND CHANGES FROM THE
ORIGINAL CONTRACT DRAWINGS.
20.
CONTACT CITY BUILDING DEPARTMENT FOR ALL INSPECTIONS.
21.
ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT GOVERNING CODES, ALL APPLICABLE ORDINANCES,
REGULATIONS, THE SPECIFICATIONS AND THE DRAWINGS.
22.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING, FIRE PREVENTION,
NECESSARY FOR THE SAFETY OF ALL PERSONNEL AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE
CONSTRUCTION CONTRACT.
23.
PROVIDE VENTILATION FOR ALL ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS. PROVIDE VENTILATION IN
ACCORDANCE WITH THE LOCAL BUILDING CODE.
24.
SAFETY STANDARDS: IT IS THE INTENT OF THESE DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF THE CITY
AND STATE THAT THE PROJECT IS BEING PERMITTED UNDER. SUCH STANDARDS SHALL BE COMPLIED WITH WHETHER
OR NOT SPECIFICALLY DETAILED.
FLAME SPREAD FOR THE FINISH MATERIAL FOR INTERIOR WALLS AND CEILINGS SHALL COMPLY WITH THE LOCAL
BUILDING CODE.
P1
PLUMBING PLAN
M1
HVAC PLAN
M2
HVAC SCHEDULES
E1
LIGHTING PLAN
E2
POWER PLAN
E3
ELECTRICAL SCHEDULES
ES1
ENERGY SYSTEM (FOR REFERENCE ONLY)
83.73
OFFICE/TOILET ROOMS
225
100
2.25
TOTAL BUILDING OCCUPANCY LOAD
227.22
TOTAL BUILDING AREA (S.F.)
6974
PROJECT CONSULTANT
CASCO
10877 WATSON ROAD
ST. LOUIS, MO 63127
THE FOLLOWING INDIVIDUALS WERE TEAM MEMBERS INVOLVED IN THIS PROJECT UNDER THE DIRECT
SUPERVISION OF THEIR RESPECTIVE PROFESSIONAL OF RECORD:
.20
16.75
OFFICE/TOILET ROOMS
2.25
.20
0.45
ALL SIGNAGE TO BE PROVIDED UNDER SEPARATE PERMIT APPLICATION.
FINISH PLAN
30
83.73
SIGNAGE NOTE
F1
2512
PARTS AREA "C"
INSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL
BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE-USED SHALL BE CLEANED AND
TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED
THOROUGHLY PRIOR TO ENCLOSURE.
INTERIOR ELEVATIONS
PARTS AREA "C"
6.75
8.
A4
.20
ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS
TURNED OVER TO THE OWNER OR TENANT. INSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. INSURE THAT ALL "COLD"
SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACES
INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS,
OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.)
EXTERIOR ELEVATIONS
ES3
33.73
7.
A3
33.73
PARTS AREA "B"
ALL PENETRATIONS SHALL BE SEALED WATER-TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING
OR WALL CAVITIES.
DOOR DETAILS AND NOTES
30
1.
6.
A2.2
1012
21.50
THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OHSA REGULATIONS AND ALL LOCAL AND STATE
HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW.
DOOR SCHEDULE AND DETAILS
PARTS AREA "B"
.20
5.
A2.1
107.5
THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT
OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR
SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL-VENTILATED CONDITIONS.
REFLECTED CEILING PLAN
ES2
PARTS AREA "A"
4.
A1.2
107.50
THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS.
ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE
AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO
MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH
AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE
AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS.
FLOOR PLAN
30
REQUIRED
EGRESS WIDTH
3.
A1.1
3225
REQ'D WIDTH
PER OCC.
CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING
AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE
PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A
MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION
WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES.
DEMOLITION PLAN
PARTS AREA "A"
OCC.
2.
ARCHITECTURAL SITE PLAN
OCCUPANTS
PER AREA
ROOM
IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND/OR REMODELING
OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND/OR MILDEW, THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT/ENGINEER OF RECORD, IN WRITING,
OF THE CONCERNS AND/OR SUSPICIONS.
COVER SHEET
AREA (S.F.) PER
OCCUPANT
EGRESS WIDTH
CALCULATIONS
MOLD AND MILDEW NOTES
SHEET NAME
AREA
(S.F.)
ROOM
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITY LINES AND
INTERCEPT AS REQUIRED.
12.
25.
GENERAL NOTES
QUALITY STANDARDS AND BUILDING CODES: CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND
PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER APPLICABLE REGULATIONS OF
LOCAL AND STATE AGENCIES HAVING JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK.
1.
D1
M (MERCANTILE)
II-B
(NON-COMBUSTIBLE /
UNPROTECTED)
NON-SPRINKLERED
22'-8"
BUILDING HEIGHT:
GENERAL NOTES
DEMOLITION WORK
SHEET INDEX
CONTACT OWNERS REPRESENTATIVE
FOR PROJECT INFORMATION:
ABBREVIATIONS LEGEND
PARKING LOT / ROOF
BUILDING CODE
WALL TYPE MARK
?
ASP1
DESCRIPTION
TOTAL EGRESS WIDTH REQUIRED
45.44
TOTAL EGRESS WIDTH PROVIDED
102.00
PROJECT DESCRIPTION
REMODEL OF AN EXISTING RETAIL STORE. SCOPE IS TO REMOVE EXISTING MERCHANDISING EQUIPMENT,
FIXTURES, SHELVING, CEILINGS, INTERIOR WALLS, AND FINISHES AS REQ'D.
REWORK OR REPLACE HVAC AND REPLACE LIGHT FIXTURES & POWER OUTLETS AS REQUIRED BY NEW FLOOR
PLAN.
THE EXTERIOR OF BUILDING IS TO BE PAINTED. SITE SIDEWALKS, PARKING, ETC. ARE EXISTING.
QUALITY CONTROL
1. WHERE REQUIRED, REFER TO STRUCTURAL DRAWINGS FOR SCHEDULE OF SPECIAL INSPECTIONS, IF
INDICATED.
2. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TESTING
LABORATORY TO PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED.
TEAM MEMBERS:
ARCHITECTURE:
HVAC/PLUMBING:
ELECTRICAL:
QUALITY ASSURANCE:
JESSI MUELLER
CHRISTY QUIGLEY
PETE WALKER
CARON STEVENSON
NOTE:
THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS NOT
INTENDED FOR USE BY COMPONENT DESIGNERS OR MANUFACTURES AS THEIR SOLE DESIGN CRITERIA
WITHOUT VERIFICATION. EACH DESIGNER AND/OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL
CODE CRITERIA WITH WHICH HIS ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT
LIMITED TO LOADING, APPLICATION, FUNCTIONALITY, ETC. PERFORMANCE CRITERIA PROVIDED
ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS THE MINIMUM STANDARDS
ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST EVALUATE THESE MINIMUMS AGAINST SPECIFIC
INDUSTRY STANDARDS AS WELL AS CODES, LAWS, ORDINANCES, AND UNDERWRITER REQUIREMENTS
GOVERNING HIS PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST
STRINGENT OF THESE CRITERIA SHALL GOVERN.
233 South Patterson
Springfield, MO 65802
Phone: (417) 862-2674
SHEET NUMBER
WT?
SHEET NUMBER
PROJECT:
X
XX
SECTION NUMBER
SECTION / ELEVATION MARK
LANDLORD WORK
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
OWNER OR TENANT
SYMBOLS LEGEND
SHEETS BEARING THIS SEAL ARE AUTHENTICATED,
RESPONSIBILITY FOR ALL OTHER PLANS, SPEC'S
OR INSTRUMENTS ARE DISCLAIMED.
ARCHITECT
PROFESSIONAL OF RECORD
WILLIAM A. BANDLE
10877 WATSON ROAD
ST. LOUIS, MO 63127
MEP ENGINEERS
PROFESSIONAL OF RECORD
MIKE GRAPPERHAUS
10877 WATSON ROAD
ST. LOUIS, MO 63127
HARRY AUMAN
10877 WATSON ROAD
ST. LOUIS, MO 63127
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
T1
SHEET 1 OF 1
GENERAL NOTES:
WHITE: SYMBOL AND
BACKGROUND
BLUE: SYMBOL FIELD
DISTRIBUTIONS:
1.
GC TO PROVIDE POWER TO ALL SIGNAGE IF NOT ALREADY AVAILABLE.
OWNER REVIEW
02/08/13
2.
PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES,
LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY
POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE
O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING.
PERMIT/BID
02/21/13
SIGN SIZE: 12" X 18"
KEYED NOTES:
STATE DISABLED
PARKING PERMIT
REQUIRED
VAN
ACCESSIBLE
GREEN: LETTERS AND
BORDER
VAN ACCESSIBLE SIGN
SIZE: 6" X 12"
(@ VAN ACCESSIBLE
SPACE ONLY)
MOUNT AS REQ'D PER LOCAL AND/OR
ADA STDS. VERIFY W/ LOCAL
AUTHORITIES
24 ACCESSIBLE SIGN
__________________________________________________
ASP1
SCALE:
NONE
EXISTING PARKING LOT:
EXISTING PARKING LOT, INCLUDING ALL ACCESSIBLE PARKING STALLS, TO REMAIN,
UNLESS NOTED OTHERWISE. LANDLORD CONTRACTOR TO REPAIR, RE-STRIPE AND
SEAL AS SHOWN.
EXISTING ACCESSIBILITY SYMBOL:
EXISTING ACCESSIBILITY SYMBOL TO REMAIN. LANDLORD CONTRACTOR TO RE-PAINT
NEW STRIPING:
LANDLORD CONTRACTOR TO PAINT 4" STRIPING USING APPROVED COLORS.
NEW WALL MOUNTED H/C PARKING SIGN:
NEW WALL MOUNTED H/C PARKING SIGN BY LANDLORD. REFER TO DETAIL 24/ASP1 FOR
MORE INFORMATION.
EXISTING ACCESS AISLE:
EXISTING ACCESS AISLE FLUSH WITH SIDEWALK TO REMAIN.
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
EXISTING ENTRANCE DOOR:
EXISTING ENTRANCE DOORS TO REMAIN. VERIFY COMPLIANCE WITH ACCESSIBILITY
REQUIREMENTS.
NEW DELIVERY / EGRESS DOOR:
NEW DELIVERY / EGRESS DOOR. REFER TO FLOOR PLAN AND DOOR SCHEDULE.
EXISTING LIGHT POLE:
EXISTING LIGHT POLE TO REMAIN.
EXISTING BOLLARD:
EXISTING BOLLARD TO REMAIN.
EXISTING LOADING DOCK:
EXISTING LOADING DOCK, STAIR, AND GUARDRAIL TO REMAIN.
EXISTING GAS METER:
EXISTING GAS METER TO REMAIN.
LANDLORD TO ENSURE ROOF IS IN
WATER-TIGHT CONDITION. REPAIR
OR REPLACE AS REQUIRED.
EXISTING ELECTRIC METER:
EXISTING ELECTRIC METER TO REMAIN.
EXISTING FIRE HYDRANT:
EXISTING FIRE HYDRANT TO REMAIN.
NEW MONUMENT SIGN:
NEW MONUMENT SIGN TO BE INSTALLED UNDER SEPARATE PERMIT. FIELD VERIFY
LOCATION. GC TO PROVIDE MONUMENT FOUNDATION, CONTACT P.A. FOR MORE INFO.
O'Reilly Auto Parts
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
DELIVERY /
EGRESS
DOORS
MAIN
ENTRANCE
18'-0" MIN.
321 S. MAIN ST.
FOUNTAIN INN, SC 29644
3 EQ SPACES = 29'-8 3/8"
3 SPACES = 27'-0"
3 EQ SPACES = 29'-11 1/4"
9
233 South Patterson
Phone: (417) 862-2674
7 EX'G SPACES @ 9'-0" EA. = 63'-0"
7 EX'G SPACES @ 9'-0" EA. = 63'-0"
PROJECT:
2'-0"
VERIFY
8'-0"
MIN.
PROJECT LOCATION
_______________________________________________________
ASP1
SCALE:
N.T.S.
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
1
JAM
CMS
02/08/13
313243
SITE PLAN
_________________________________
ASP1
SCALE:
1/16" = 1'-0"
SHEET 1 OF 1
GENERAL DEMOLITION NOTES:
1.
A
A
1
2.
ALL DEMOLISHED MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR FOR
PROPER DISPOSAL UNLESS OTHERWISE NOTED.
3.
GC TO VERIFY LOCATION OF EXISTING STRUCTURAL COLUMNS BEFORE DEMOLITION
BEGINS. PROTECT ALL STRUCTURAL COLUMNS DURING DEMOLITION
4.
REMOVE ALL TEMPERATURE CONTROLS AND ALL ASSOCIATED WIRING.
5.
ALL EXISTING CONSTRUCTION SHOWN IS BASED ON LIMITED EXISTING
CONSTRUCTION DOCUMENTS AND CAN BE USED FOR BIDDING PURPOSES. THE
GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS,
REVIEW ALL DRAWINGS, AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND MEMBER
SIZES PRIOR TO THE START OF DEMOLITION WORK. THE CONTRACTOR SHALL NOTIFY
THE PROFESSIONAL-OF-RECORD IN WRITING OF ALL DISCREPANCIES AND
EXCEPTIONS BEFORE PROCEEDING WITH THE WORK.
6.
THE GENERAL CONTRACTOR SHALL DESIGN, PROVIDE, AND INSTALL ALL TEMPORARY
SHORING, AS REQUIRED, PRIOR TO THE START OF ANY DEMOLITION WORK.
7.
THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE
PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL
INTEGRITY OF ANY EXISTING CONSTRUCTION. IF STRUCTURAL MEMBERS,
MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR
REMOVAL INTERFERE WITH THE NEW WORK, THE PROFESSIONAL- OF-RECORD SHALL
BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED
BEFORE THE REMOVAL OR MODIFICATION OF ANY STRUCTURAL MEMBERS.
1
38'-0"
6'-4"
6'-0"
2
REMOVE ALL EXISTING SITE CONSTRUCTION AND DELETERIOUS MATERIALS UNLESS
OTHERWISE NOTED.
14'-8"
8.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING THE AMOUNT OF
CONSTRUCTION LOAD IMPOSED UPON THE EXISTING STRUCTURAL FRAMING.
CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE EXISTING
FRAMING AT THE TIME THE LOADS ARE IMPOSED.
9.
THE GENERAL CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES
SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF
STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.
10.
THE GENERAL CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE CAUSED DURING
CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP.
11.
THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE SITE AND BUILDING
BARRIERS AS REQUIRED TO PROTECT THE SAFETY AND WELFARE OF WORKERS AND
PUBLIC DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
2
DISTRIBUTIONS:
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
PORTION OF EXISTING INTERIOR WALL TO BE REMOVED FOR INSTALLATION OF NEW
IMPACT DOORS. PROTECT EXISTING STRUCTURAL COLUMNS DURING DEMOLITION.
EXISTING EXTERIOR WALL OPENING TO BE WIDENED FOR INSTALLATION OF NEW
DELIVERY DOORS. COORDINATE EXACT LOCATION WITH OWNER REPRESENTATIVE
TO AVOID POSSIBLE EXISTING STRUCTURAL COLUMN INSIDE OF EXISTING EXTERIOR
WALL. REFER TO SHEET A2.2 FOR MORE INFORMATION.
3
EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED COMPLETE.
3
LANDLORD SHALL REMOVE PREVIOUS TENANT'S FIXTURES, FLOOR COVERING,
INVENTORY, TRASH & DEBRIS AND DELIVERY A SPACE THAT IS IN BROOM CLEAN
CONDITION TO TENANT. GC TO PREPARE FLOOR SURFACE FOR NEW FINISH, SEE
FINISH SCHEDULE FOR FURTHER INFORMATION.
EXISTING SUSPENDED CEILING TILE AND GRID TO BE REMOVED COMPLETE. PATCH
AND REPAIR DAMAGED WALL SURFACES TO LIKE NEW CONDITION TO RECEIVE NEW
FINISHES. SEE FINISH SCHEDULE FOR FURTHER INFORMATION.
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
DEMOLITION KEYED NOTES:
ALL EXISTING LIGHTING TO BE REMOVED COMPLETE UNLESS NOTED OTHERWISE.
REMOVE AND PROPERLY DISPOSE OF EXISTING PLUMBING PIPING FROM PREVIOUSLY
REMOVED FIXTURES. REMOVE ALL SANITARY PIPING ABOVE SLAB AND CAP SANITARY
LINES FLUSH AT SLAB ELEVATION. REMOVE ALL VENT PIPING UP TO VENT THRU ROOF.
CAP VENT THRU ROOF FOR POSSIBLE FUTURE USE. REMOVE ALL WATER PIPING BACK
TO THE MAIN DOMESTIC WATER LINE. MAIN WATER SUPPLY SHALL BE CAPPED FOR
FUTURE USE.
4
REMOVE AND PROPERLY DISPOSE OF ALL SUPPLY AND RETURN DUCTWORK WITHIN
THE SPACE, FROM THE DROPS. THIS SHALL INCLUDE ALL MAIN AND BRANCH DUCT,
FLEX DUCTS, AIR DEVICES AND ALL ASSOCIATED HANGERS AND SUPPORTS.
4
PATCH WALL OPENING FROM PREVIOUSLY REMOVED EXHAUST SYSTEM AIR- AND
WATER-TIGHT WITH LIKE MATERIALS. FIELD VERIFY EXACT LOCATION.
GC TO FIELD VERIFY EXISTING CANOPY LIGHTING. REUSE, REPAIR OR REPLACE AS
REQUIRED. TYPICAL.
EXISTING INSULATED PANELS IN STOREFRONT TO BE REMOVED COMPLETE. PATCH
AND REPAIR ADJACENT SURFACES TO LIKE NEW CONDITION FOR INSTALLATION OF
NEW STOREFRONT GLASS. REFER TO ELEVATIONS FOR MORE INFORMATION.
5
DEMOLITION FLOOR PLAN
D1
SCALE:
1/8" = 1'-0"
DEMOLITION SHORING NOTE:
1.
THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF
ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING,
BRACING, AND PROTECTION AS NECESSARY FOR THE SAFETY, STABILITY, AND
PROTECTION OF ALL BUILDING ELEMENTS AND STRUCTURE DURING CONSTRUCTION AND
DEMOLITION. ALL TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST
ALL APPLIED LOADS INCLUDING DEAD LOADS, LIVE LOADS, SNOW LOADS, AND
CONSTRUCTION LOADS TO PROVIDE STRUCTURAL STABILITY, AND TO PROVIDE FOR
RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO
THE STRUCTURE ARE COMPLETE.
8
DEMOLITION CEILING PLAN
D1
SCALE:
______________________________________________________________________
SYMBOLS LEGEND
EXISTING ITEMS TO BE REMOVED
EXISTING ITEMS TO REMAIN
1/8" = 1'-0"
233 South Patterson
Phone: (417) 862-2674
6
___________________________________________________________________
PROJECT:
5
SPECIAL HAZARDOUS
MATERIALS NOTE:
1.
IF THIS PROJECT IS FOUND TO CONTAIN HAZARDOUS MATERIALS, CONTRACTOR IS TO
PROVIDE IMMEDIATE NOTICE TO LL AND/OR OWNER FOR DIRECTION FOR PROPER
HANDLING, REMOVAL AND DISPOSAL.
2.
HAZARDOUS MATERIAL SURVEY NOT A PART OF ARCHITECTS SCOPE. VERIFY WITH
PROPERTY OWNER.
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
D1
SHEET 1 OF 1
PROPOSED
EXISTING
A.
B.
M
3 5/8" (20 GA.) METAL
STUDS AT EACH
VERTICAL STUD.
DEFLECTION CHANNELATTACH WITH (2) #10 TEK
SCREWS EACH HORIZ.
STUD
PARALLEL TO JOISTS
(2) #10 TEK SCREWS
INTO JOIST (TYP.)
KICKER ATTACHMENT
DEFLECTION CHANNEL PARALLEL TO JOISTS
ATTACH WITH (2) #10
SCREWS AT EACH JOIST
362T150-33 TRACK.
ATTACH TO BOTTOM
CHORD OF TRUSS W/
<6"
(2) #10 TEK SCREWS
EX'G
EX'G
27'-1 1/2"
PARTS AREA "C"
103
8'-0" CLEAR
S43
TYP.
3 5/8"
4'-9 5/8"
PROPOSED
20"
3
PROPOSED
58'-9 5/8"
PARTS AREA "A"
100
S46
A1.1
S46
S44
(ABOVE)
BOTTOM
CHORD OF
EXIST. STEEL
JOIST
EX'G
S46
S44
(ABOVE)
3 5/8"
20"
S41
EX'G1
20"
S44
(ABOVE)
S44
(ABOVE)
S42
TYP.
BOTTOM
CHORD OF
EXIST. STEEL
JOIST
KICKER: 3 5/8" (20
GA.) METAL STUDS
@ 5'-0" O.C. MAX.
3 5/8" (20 GA.) METAL
STUDS CONT. W/ (2) #10
TEK SCREW AT EACH
STUD.
5
6
3 5/8" (25 GA) MTL RUNNER
SECURED WITH HILTI X-U
UNIVERSAL FASTENER
(ICC ER 2269) W/ 1"
EMBEDMENT @ 48" O.C.,
CONNECT MTL STUD W/
#10 TEK SCREW EACH
SIDE
FLOOR PLAN
A1.1
SCALE:
1/8" = 1'-0"
WALL TRIM:
1X4 WALL TRIM, PAINT TO MATCH WALL. TOP OF TRIM TO ALIGN WITH TOP OF NEW
WALL. SEE 9/A1.2 FOR ADDITIONAL INFORMATION.
EXISTING WALL:
EXISTING WALL BETWEEN RECEIVING AND PARTS AREAS TO REMAIN. GC TO ENSURE A
VAPOR BARRIER EXISTS ON THIS WALL, PROVIDE AND INSTALL IF REQUIRED.
<6"
111'-10"
LAY-IN-CLG
16 GA. CLIP ANGLE.
ATTACH TO TRACK W/
(4) #10 SCREWS.
KICKER ATTACHMENT
PERPENDICULAR TO JOISTS
ACOUSTICAL TILE
CEILING IN PARTS
AREA 'A' 100
EXISTING
______________________________________
EXISTING STEEL COLUMN:
EXISTING STEEL COLUMN TO REMAIN. GC TO PAINT "O'REILLY GREEN" IN SHOWROOM
ONLY.
(4) #10 TEK
SCREWS.
'J' EDGE
(4) #10 TEK
SCREWS
PROPOSED
NEW STEEL STRONGBACK:
( REFER TO SHEET A2.2 )
362T150-33 TRACK.
ATTACH TO BOTTOM
CHORD OF TRUSS W/
(2) #10 TEK SCREWS
3 5/8" (20 GA.) METAL
STUDS @ MID SPAN OF
KICKER
ABOVE
SHOWROOM CORNER BOX OUT :
GC TO INSTALL PLYWOOD BACKING TO EACH FACE FROM 8'-0" TO 10'-0" A.F.F. FOR
INSTALLATION OF SECURITY MIRRORS.
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
KICKER ATTACHMENT
PARALLEL TO JOISTS
S46
S44
(ABOVE)
ABOVE GROUND FLOOR SAFE :
OWNER FURNISHED AND CONTRACTOR INSTALLED.
INTERNATIONAL SYMBOL OF ACCESSIBILITY:
G.C. TO INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE.
REFER TO 4/A4.
TOP CHORD OF
EXIST. STEEL JOIST
(1) #10 TEK SCREWS
INTO EACH JOIST
(TYP.)
DEFLECTION CHANNEL ATTACH WITH (2) #10 TEK
SCREWS AT EACH JOIST
S46
MOP SINK:
( REFER TO M.E.P. PLANS )
TACTILE EXIT SIGNAGE:
G.C. TO INSTALL TACTILE EXIT SIGNAGE. REFER TO 4/A4.
1/2" = 1'-0"
DEFLECTION CHANNELATTACH WITH (2) #10 TEK
SCREWS EACH HORIZ.
STUD
(2) #10 TEK SCREWS
PARALLEL TO JOISTS
INTO JOIST (TYP.)
14'-7 5/8"
NEW RESTROOMS:
NEW RESTROOM FIXTURES AND ACCESSORIES. SEE SHEET A4 FOR MORE
INFORMATION.
NEW TELEPHONE BOARD:
3 5/8" (20 GA.) METAL
STUDS AT EACH
VERTICAL STUD.
S46
EX'G1
8'-2"
30" 24" 30" 24" 30" 24"
53'-0"
KEYED NOTES:
NEW ELECTRICAL EQUIPMENT:
106'-10"
B.O. HEADER
SCALE:
REFER TO M.E.P. DRAWINGS FOR ADDITIONAL REQUIREMENTS.
NEW WALL INFILL:
G.C. TO INFILL EXISTING WALL OPENING TO MATCH ADJACENT WALL CONSTRUCTION.
______________________________________________________________
S44
(ABOVE)
02/21/13
EXISTING STOREFRONT:
EXISTING ALUMINUM & GLASS STOREFRONT SYSTEM TO REMAIN.
19 HEADER WALL SECTION
S44
(ABOVE)
EX'G
4
(2) 800S162-33 METAL
STUD BOX HEADER CONT.
SEE DTL 10/A1.2.
NOTE: USE (2) 800S162-43
FOR SPANS OVER 10'-0".
7'-0"
EX'G1
3 5/8"
24" 30" 24" 30" 24" 30"
TYP.
PERMIT/BID
EXISTING DOOR:
EXISTING DOOR TO REMAIN. REPLACE EXISTING CORE WITH SCHLAGE 20-068 x US26D-E
(VERIFY WITH EXISTING DOOR.)
5/8" GWB BOTH SIDES
(2) 2X FIRE
TREATED
CONTINUOUS
BLOCKING
02/08/13
FIRE EXTINGUISHER:
FIRE EXTINGUISHER IS TO BE MULTIPURPOSE DRY CHEMICAL TYPE, UL LISTED ABC, 10
LBS. CAPACITY, SURFACE MOUNTED WITH MANUFACTURER'S STANDARD METAL
BRACKETS AND FASTENERS AT 42" ABOVE FINISHED FLOOR. VERIFY EXACT LOCATIONS
WITH PROJECT ADMINISTRATOR.
111'-10"
LAY-IN-CLG
HEADER WALL:
3 5/8" (20 GA.)
MTL. STUDS @ 24"
O.C.
PARTS AREA
"B" 101
18'-4 1/4"
ACOUSTICAL TILE
CEILING IN PARTS
AREA 'A' 100
(4) #10 TEK
SCREWS
S44
(ABOVE)
16'-4"
32'-11 3/4"
OFFICE
102
KICKER ATTACHMENT
6"
S41
S42
TYP.
S43
S43
ABOVE
S44
(ABOVE)
EX'G
16 GA. CLIP ANGLE.
ATTACH TO TRACK W/
(4) #10 SCREWS.
3 5/8" (20 GA.) METAL
STUDS CONT. W/ (2)
#10 TEK SCREW AT
EACH STUD.
C.
OWNER REVIEW
REFER TO SHEET F1 FOR INTERIOR FINISH REQUIREMENTS AND OWNER FURNISHED
AND INSTALLED FIXTURES AND EQUIPMENT.
HI-LOW DRINKING FOUNTAIN:
(4) #10 TEK
SCREWS.
KICKER: 3 5/8" (20
GA.) METAL STUDS
@ 5'-0" O.C. MAX.
S43
2
BOTTOM
CHORD OF
EXIST. STEEL
JOIST
3 5/8" (20 GA.) METAL
STUDS @ MID SPAN
OF KICKER
9'-0" CLEAR
MEN'S
TOILET RM.
104
EX'G
68'-0 5/8"
WOMEN'S
TOILET RM.
105
EX'G
11'-8"
EX'G
6"
1
ALL DIMENSIONS TO ROUGH FACE OF ROUGH FRAMING, CONCRETE OR CENTERLINE
OF STRUCTURE, UNLESS OTHERWISE NOTED.
DISTRIBUTIONS:
3 5/8" (20 GA.)
MTL. STUDS
5/8" GWB BOTH SIDES
SEALED
CONCRETE
PROJECT:
A
GENERAL NOTES:
TOP CHORD OF
EXIST. STEEL JOIST
(1) #10 TEK SCREWS
INTO EACH JOIST
(TYP.)
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
BOTTOM
CHORD OF
EXIST. STEEL
JOIST
POLISHED CONCRETE
PARTS AREA 'A'
9
233 South Patterson
Phone: (417) 862-2674
INTERIOR WALL SECTION
_________________________________________________________________
A1.1
5/8" TYPE 'X' GWB EACH SIDE. TO
ROOF DECK ON PARTS AREA 'B' &
'C' SIDE. TO 6" ABOVE FINISH
CEILING ON PARTS AREA 'A' SIDE.
3-5/8" (25 GA.) MTL.
STUDS AT 24" O.C.
TO 12" ABOVE
FINISH CEILING
3-5/8" (20 GA.) MTL.
STUDS AT 24" O.C. TO
STRUCTURE ABOVE
S42
S46
1
WALL TYPES
______________________________________
A1.1
SCALE:
1 1/2" = 1'-0"
S43
5/8" TYPE 'X' GWB EACH
SIDE. TO ROOF DECK ON
PARTS AREA 'B' & 'C'. TO 6"
ABOVE FINISH CEILING ON
PARTS AREA 'A'.
3/4" LATTICE TRIM
PEGBOARD OVER 1/2" WD.
BLOCKING @ 16" O.C.
6'-10"
A.F.F.
S41
3-5/8" (20 GA.) MTL. STUDS AT
24" O.C. TO STRUCTURE ABOVE.
5/8" TYPE 'X' GWB EACH
SIDE. TO ROOF DECK ON
PARTS AREA 'B' & 'C'. TO 6"
ABOVE FINISH CEILING ON
PARTS AREA 'A'.
5/8" TYPE 'X' GWB
EACH SIDE
3-5/8" (20 GA.) MTL. STUDS
(6" AT RESTROOM
PLUMBING WALL) AT 24"
O.C. T0 8'-6" A.F.F.
3 1/2" UNFACED BATT.
SOUND INSULATION
3-5/8" (20 GA.) MTL. STUDS AT
24" O.C. TO STRUCTURE ABOVE.
DBL. 3 5/8" (20 GA.)
MTL. STUDS @ C.J.
AS SHOWN.
111'-10"
LAY-IN-CLG
S44
NOTES:
1. REFER TO 9/A1.1 FOR TYPICAL SECURING OF BASE OF NEW WALL CONSTRUCTION.
2. REFER TO 10/A1.2 FOR TYPICAL HEADER & JAMB STUD CONSTRUCTION AT NEW
INTERIOR WALLS.
3. PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIALS AS REQUIRED AT ALL
RATED WALL CONSTRUCTION MATERIAL TRANSITIONS AND PENETRATIONS. RATING
TO BE EQUAL TO RATED WALL ASSEMBLY.
4. PROVIDE DIAGONAL BACKING BRACING ( 3" X 16 GA. FLAT STRIP ) AT CORNER FACES
OF FREE STANDING PARTITION SYSTEMS.
5. PROVIDE MOISTURE RESISTANT TYPE 'X' GYPSUM BOARD IN TOILET ROOMS, BEHIND
MOP SINK AND BEHIND DRINKING FOUNTAIN.
6. PROVIDE 'J' MOLDING REGLETS OR CORNER BEAD AT ALL DISSIMILAR WALL
MATERIAL TRANSITIONS.
7. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE
DEVELOPMENT RATING OF 0-450.
1/2" = 1'-0"
'J' EDGE
6"
5/8" TYPE 'X' GWB ON
(1) SIDE TO 6" ABOVE
FINISH CEILING.
SCALE:
ACOUSTICAL TILE
CEILING IN PARTS
AREA 'A' 100
1/4" X 7/16" (1) PIECE
VEE-SHAPED SLOT
CONTROL JOINT @ BOTH
SIDES OF HEADER
5/8" GWB
EXISTING WALL
4" VINYL BASE
FINISH FLOOR
EX'G1
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
GWB
4 CONTROL JOINT
______________________________________________
A1.1
SCALE:
1 1/2" = 1'-0"
SHEET 1 OF 6
DISTRIBUTIONS:
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
A
1
OPEN TO
STRUCTURE
ABOVE
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
WOMEN'S
TOILET RM.
105
OPEN TO
STRUCTURE
ABOVE
CLNG HT
108'-6"
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
OFFICE
102
CLNG HT
108'-6"
3
OPEN TO
STRUCTURE
ABOVE
PARTS
AREA "A"
100
(1) 362T150-33
EACH SIDE.
FULL HT.
(1) 362T150-33
EACH SIDE.
FULL HT.
(2) 362S162-33
STUDS. FULL HT.
8" LONG SECTION OF 20 GA. RUNNER
TRACK (WIDTH TO MATCH EXISTING
STUDS) SCREW ATTACHED TO FULL
HEIGHT STUD W/(6)#10-16 SCREWS
AND TO HEADER W/(3)#10-16 SCREWS
EACH FLANGE.
SECTION A-A
CLNG HT
111'-10"
NOTE: CRIPPLE STUDS,
AND THEIR BOTTOM
TRACK ABOVE HEADER
OVER OPENING, NOT
SHOWN FOR CLARITY.
(2) 362S162-33
STUDS FACE TO
FACE. FULL HT.
4
CORNER POST
HEADER ATTACHMENT
(2) 20 GA. (U.N.O.) JAMB STUDS
FACE TO BACK FULL HT. (WIDTH
TO MATCH EXIST. STUDS)
FASTEN W/#10 SCREWS EA.
FLANGE AT 12"O.C.
TOP TRACK
ATTACH TOP AND
BOTTOM TRACK
USING: (2)#10-16
SCREWS AT 16"O.C.
(2) 800S200-33 CONT. W/ (1)
362T150-33 CONT. TOP AND
BOTTOM.
USE (2) 800S200-43 CONT. W/
(1) 362T150-33 CONT. TOP
AND BOTTOM WHEN SPAN IS
GREATER THAN 10'-0"
BOTTOM TRACK
HEADER ATTACHMENT. SEE
HEADER ATTACHMENT
DETAIL ABOVE
14 CORNER POST DETAIL
___________________________________________________________
A1.2
SCALE:
1 1/2" = 1'-0"
PARTS AREA
"B" 101
6" (20 GA.) METAL JOISTS @ 24" O.C.
ALIGN W/ WALL STUDS BELOW.
CORNER BEAD
(1) LAYER OF 5/8" TYPE
'X' GWB EA. SIDE.
R-19 UNFACED BATT
INSULATION
109'-0"
T.O.W.
5
G.C. TO FIELD VERIFY EXISTING CANOPY LIGHTING.
REUSE, REPAIR, OR REPLACE AS REQUIRED.
REFER TO ELECTRICAL DRAWINGS FOR MORE INFO
1X4 WOOD TRIM (PAINT
GRADE PINE) ATTACHED TO
METAL STUD FRAMING WITH
TECH 12 SCREWS AT 24"
O.C. SET FLUSH. PAINT
EXPOSED SURFACES TO
MATCH WALL FINISH.
2"x 2"x 16GA. CLIP
ANGLE, 1/2" LESS THAN
STUD WIDTH. USE:
(3)#10-16 SCREWS ON
EACH LEG AS SHOWN
BELOW.
JAMB STUD ATTACHED W/ (1)
20 GA. (U.N.O.) JAMB STUD
TRACK (WIDTH TO MATCH
EXISTING STUDS) FROM
FLOOR TO BOTTOM OF
HEADER. ATTACH JAMB STUD
TO TRACK W/(1)#10-16 SCREW
AT 16"O.C. ON EACH LEG AND
(2)#10-16 SCREWS INTO WEBS.
WALL TRACK SECURED TO
FLOOR W/ 1/4" TAPCON
SCREWS AT 4'-0"O.C.
REFER TO FLOOR
PLAN FOR WALL
TYPES.
NOTE:
18 GA METAL FRAMING TO BE USED
AT ALL EXTERIOR OPENINGS.
PROVIDE MOISTURE RESISTANT
GWB @ ALL WET LOCATIONS.
6
REFLECTED CEILING PLAN
____________________________________________________________________
A1.2
SCALE:
1/8" = 1'-0"
INSULATION:
REPLACE EXISTING INSULATION AS NEEDED:
RETRO-FIT INSULATION:
EXISTING STRUCTURAL ROOF SYSTEMS
6" FACED BLANKET INSULATION (R-19) INSTALLED BETWEEN STRUCTURAL SYSTEM.
SUPPORT WITH WHITE METAL "C" CHANNEL THE WIDTH OF THE
SPACE ON 24" CENTERS. WIRE TO CHORD OF JOIST OR EQUAL INSTALLATION.
INSULATION FOR SUSPENDED ACOUSTIC CEILING :
6" BATT INSULATION INSTALLED ON TOP OF EXISTING AND OR NEW
ACOUSTIC CEILING TILES
G.C. SHOULD CONTACT PROJECT ADMINISTRATOR WITH QUESTIONS.
(SEE COVER SHEET FOR CONTACT INFORMATION)
9
WALL / CLG. SECTION
_________________________________________________________
A1.2
SCALE:
1 1/2" = 1'-0"
HEADER
10 ATTACHMENT DETAIL
_________________________________________________________
A1.2
SCALE:
233 South Patterson
Phone: (417) 862-2674
2
MEN'S
TOILET RM.
104
PROJECT:
CLNG HT
108'-6"
PARTS
AREA "C"
103
1 1/2" - 1'-0"
GENERAL NOTES:
1.
SEE FINISH PLAN FOR ALL FINISHES.
2.
SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL INFORMATION.
3.
SEE MECHANICAL DRAWINGS FOR ALL HVAC INFORMATION.
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
SHEET 2 OF 6
DOOR SCHEDULE
EXISTING CMU WALL CONSTRUCTION
ANCHOR PER MFR.
RECOMMENDATIONS
NEW 8" CMU JAMB UNIT W/ (2) #6
VERTICAL (W/ #5 DOWELS EPOXY
GROUT INTO EXISTING FOUNDATION
WALL 6" EMBEDMENT) GROUT CELL
SOLID
21 HEAD
22 JAMB
___________________________
MATERIAL
1A
EXISTING
EX'G
REFER TO
FLOOR PLAN
1B
EXISTING
EX'G
2
PAIR 3'-0" x 7'-0" x 1-3/4"
KEYED
TYPE
MATERIAL
HEAD
JAMB
EX'G
1
A
EX'G
EX'G
EX'G
EX'G
REFER TO NOTE 2
REFER TO
FLOOR PLAN
EX'G
1
A
EX'G
EX'G
EX'G
EX'G
REFER TO NOTE 2
BB
REFER TO
FLOOR PLAN
HOLLOW
METAL
2
A
2
HOLLOW
METAL
21/A2.1
22/A2.1
REFER TO NOTE 1, 2, 3, 5
DOUBLE ACTING
IMPACT DOOR,
MFR.
PRE-FINISHED
16/A2.1
17/A2.1
REFER TO NOTE 1
A2.1
SCALE:
3
PAIR 3'-0" x 6'-10"
DD
4
3'-0" x 7'-0" x 1 3/4"
C
REFER TO
FLOOR PLAN
5
3'-0" x 7'-0" x 1 3/4"
C
REFER TO
FLOOR PLAN
C
REFER TO
FLOOR PLAN
3'-0" x 7'-0" x 1 3/4"
GLAZING
3
---
1
HOLLOW
METAL,
MFR.
PREFIN.
SOLID WOOD
4
---
2
HOLLOW
METAL
11/A2.1
12/A2.1
REFER TO NOTE 1, 4
SOLID WOOD
5
---
2
HOLLOW
METAL
11/A2.1
12/A2.1
REFER TO NOTE 1, 4
2
HOLLOW
METAL
12/A2.1
REFER TO NOTE 1, 4
REFER TO
GLAZING
SCHEDULE
SOLID WOOD
5
---
FOR INTERIOR WALL CONST.
REFER TO FLOOR PLAN AND WALL
TYPES
FOR INTERIOR WALL CONST. REFER TO
FLOOR PLAN AND WALL SECTIONS
100 COURCHELLE DRIVE
NICHOLASVILLE, KY 40356
CONTACT: PAM PEEL
DOOR - SEE DOOR SCHEDULE
HOLLOW METAL FRAME, REFER TO
DOOR SCHEDULE FOR TYPE (RATED
WHERE REQUIRED).
16 HEAD
___________________________
17 JAMB
___________________________
1 1/2" - 1'-0"
A2.1
SCALE:
FOR INTERIOR WALL CONST.
REFER TO FLOOR PLAN AND WALL
TYPES
FOR INTERIOR WALL CONST. REFER TO
FLOOR PLAN AND WALL SECTIONS
BOX HEADER CONSISTING OF
2 - 6" (20 GA.) MTL. STUDS W/ 3 5/8"
TRACK TOP AND BOTTOM. SEE 10/A1.2.
DOUBLE STUDS AT JAMBS. SEE 10/A1.2.
PART
DESCRIPTION
MANUFACTURER
1
CYLINDER
20-062 X US26D - "E" KEYWAY (REMOVABLE CORE)
KEYED EXTERIOR SIDE
SCHLAGE
2
18 FRAME TYPES
_________________________________________
A2.1
SCALE:
3" - 1'-0"
1
DEADBOLT
MS1850S X US28
ADAMS RITE
1
DEADLOCK LEVER
4550 X US28
ADAMS RITE
1
STRIKE
MS4002 X US28
ADAMS RITE
1
CLOSER
4040BC X AL ( ADJ. TO 5# )
LCN
1
PAIR OFFSET PIVOTS
195/188 X US26D
RIXON
1
SET PUSH / PULLS
CO-12/CPII X US26D
KAWNEER
1
SET WEATHERSTRIP
WOOL PILE, CONT., REPLACEABLE
PEMKO
1
SWEEP
RETRACTING RESILIENT SEAL TYPE
PEMKO
1
THRESHOLD
ANSI AND ADA COMPLIANT
PEMKO
SET NUMBER 2 ( DOOR MARK 2 )
SEALANT BOTH SIDES (TYP.)
INSTALL 3 (MIN.) JAMB ANCHORS EACH
JAMB. FRAME REINFORCING PER MFR'S
RECOMMENDATIONS AT ALL HARDWARE
LOCATIONS.
3 5/8"
HOLLOW METAL FRAME, REFER
TO DOOR SCHEDULE FOR TYPE
(RATED WHERE REQUIRED)
DOOR - SEE DOOR SCHEDULE.
DOOR - SEE DOOR SCHEDULE.
HOLLOW METAL FRAME, REFER TO
DOOR SCHEDULE FOR TYPE (RATED
WHERE REQUIRED)
4"
11 HEAD
12 JAMB
___________________________
SCALE:
WELDED HOLLOW METAL FRAME
(16 GA.) W/ (3) MIN. ANCHORS PER
JAMB (REFER TO GENERAL FINISH
NOTES THIS SHEET FOR COLORS)
1
1 1/2" - 1'-0"
NO.
REQUIRED HARDWARE FURNISHED WITH STOREFRONT DOOR SYSTEM
PREFINISHED HOLLOW METAL
FRAME BY MFR.
WHERE WALL OCCURS
A2.1
SCALE:
GENERAL FINISH NOTES FOR
INTERIOR DOORS & FRAMES:
A. WOOD DOORS SHALL BE CUSTOM GRADE ROTARY
SLICED NATURAL BIRCH WITH FACTORY
PREFINISH. FINISH SHALL BE EQUAL TO GRAHAM
#300-MEDIUM BROWN. ANY VARIANCE MUST BE
APPROVED BY O'REILLY AUTO PARTS.
B. INTERIOR HOLLOW METAL FRAMES SHALL BE
SHOP PRIMED AND FIELD PAINTED WITH 2 COATS
SEMI-GLOSS ENAMEL GLIDDEN "O'REILLY GREEN".
1 1/2" - 1'-0"
NO.
PART
DESCRIPTION
MANUFACTURER
3
PAIR HINGES
ECBB1100 - 4.5" X 4.5" - NRP, US26D
HAGER
2
EXIT DEVICE
9400 B 426 / 439 / 689 - PRT03 630
THRU-BOLTED ITEM W / SEX BOLTS
DORMA
1
RIM CYLINDER
20-057 RIM CYLINDER IC, W/ SCHLAGE E KEYWAY
(LARGE FORMAT) - 26D - W/ 2 SECURITY KEYS
AND 1 CORE KEY PER LOCK, 1 BITTED
SCHLAGE
2
CLOSER
8616DST HD GR 1, ADJ #3 x 689 FINISH W/COVER
THRU-BOLTED ITEM W/SEX BOLT
INCLUDES HOLD OPEN ARM W/ THUMBTURN
DORMA
1
LATCHGUARD
LG100Z/SF W/PIN W/ SEX BOLTS
LATCHGUARD
2
KICKPLATE
8 X 34 X .050 SS FINISH
HAGER
1
THRESHOLD
60" ALUM MILL ADA COMPLIANT
POSTEL
2
SWEEP
CONCEALED ALUM MILLVINYL BULB
POSTEL
1
SET WEATHERSTRIP
JAMBS: KERFED QEBD-550
HEADER: ADHESIVE QDST-675
SCHLEGEL
1
DOOR VIEWER
698B-190 DEGREE WIDE ANGLE - 26D
IVES
NO.
PART
DESCRIPTION
MANUFACTURER
ALL DOOR HARDWARE TO BE FURNISHED BY THE DOUBLE-ACTING IMPACT DOOR MANUFACTURER
AND INSTALLED BY THE CONTRACTOR.
NO.
PART
DESCRIPTION
MANUFACTURER
1
OFFICE LOCK SET
AU5307LN X US26D
YALE
1
WALL BUMPER
409 X US26D
ROCKWOOD
1.5
PAIR HINGES
BB1279 X 4.5 X 4.5 X US26D
HAGAR
SET NUMBER 5 ( DOOR MARK 5 AND 6 )
GLAZING SCHEDULE
1 =1" INSULATED SAFETY GLAZING
( 1/4" GREEN ( SOLEXIA ) EXTERIOR PANE )
( 1/4" CLEAR INTERIOR PANE )
SHADING COEFFICIENT .57
4'-8 3/4"
4'-9 3/8"
1
4'-7 7/8"
1
A
1
STOREFRONT ELEVATIONS
____________________________________________________________________
A2.1
SCALE:
1/4" = 1'-0"
CAUSING BUCKLING, STRESSING ON GLASS, FLAURE OF JOINT SEALS,UNDUE STRESS ON
STRUCTURAL ELEMENTS, DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE,
OR OTHER DETRIMENTAL EFFECTS. OPERATING DOORS AND WINDOWS SHALL FUNCTION
NORMALLY OVER THIS TEMPERATURE RANGE.
TEST PROCEDURES AND PERFORMANCE:
AIR INFILTRATION:
TEST UNITS IN ACCORDANCE WITH ASTM E 283 AT STATIC AIR PRESSURE
DIFFERENCE OF 6.24 PSI.
AIR INFILTRATION SHALL NOT EXCEED 0.06 CMF/FT MAXIMUM PER SQUARE FOOT OF
FIXED WALL AREA.
2. WATER RESISTANCE:
a. TEST UNITS IN ACCORDANCE WITH ASTM E 331.
b. THERE SHALL BE NO WATER LEAKAGE AT A STATIC PRESSURE OF 12.0 PSF.
3. UNIFORM LOAD DEFLECTION:
a. TEST UNITS IN ACCORDANCE WITH ASTM E 330.
b. DESIGN AND SIZE MEMBERS TO WITHSTAND NOT LESS THAN 30 PSF MINIMUM
POSITIVE AND NEGATIVE DESIGN WIND PRESSURE NORMAL TO THE PLANE OF THE
WALL, UNLESS GREATER LOADS ARE REQUIRED BY LOCAL CODE REQUIREMENTS.
C. DEFLECTION UNDER DESIGN LOAD SHALL NOT EXCEED L/175 OF THE CLEAR SPAN.
4. STRUCTURAL UNIFORM LOAD:
a. TEST UNITS IN ACCORDANCE WITH ASTM E 330 AT NOT LESS 1.5 TIME THE DESIGN
WIND PRESSURE SPECIFIED (MINIMUM 60 PSF).
b. AT CONCLUSION OF THE TEST, THERE SHALL BE NO GLASS BREAKAGE,
PERMANENT DAMAGE TO FASTENERS, STOREFRONT PARTS, OR ANY OTHER
DAMAGE THAT WOULD CAUSE THE STOREFRONT TO BE DEFECTIVE.
5. CONDENSATION RESISTANCE FACTOR:
a. TEST UNITS IN ACCORDANCE WITH ASTM 1503.1.
b. CONDENSATION RESISTANCE FACTOR (CRF) SHALL NOT BE LESS THAN 59.
6. THERMAL TRANSMITTANCE:
a. TEST UNITS IN ACCORDANCE WITH ASTM 1503.1.
b. CONDUCTIVE THERMAL TRANSMITTANCE (U-VALUE) SHALL NOT BE LESS THAN 0.63
BTU/HR/DEGREE F/SF.
PART 2 - PRODUCTS
2.01 MATERIAL
A. GLAZING: MEETING REQUIREMENTS OF SECTION 08 80 00 AND AS SCHEDULED ON DRAWINGS.
B. MANUFACTURERS: EFCO "S-403" SPECIFIED. APPROVED EQUALS: KAWNEER "TRIFAB 451T" AND
VISTAWALL "FG-3000-S.
C. ALUMINUM ENTRANCES AND STOREFRONT:
1. FRAMING:
a. SIZE: 2"x 4 1/2", HEAVY DUTY MULLION EFCO SERIES 9314/9323, Ixx=8.207.
b. ALUMINUM: 6063 T5 OR T6 ALLOY AND TEMPERED, MEETING REQUIREMENTS OF ASTM B
221, ALLOY GS 10A-T5.
c. CONSTRUCTION: THERMAL BROKEN WITH SCREW SPLINE CONNECTIONS PER
MANUFACTURERS STANDARDS.
d. GLAZING STOPS: SNAP IN TYPE WITH "DRY" EDPM GASKETS ON BOTH EXTERIOR
AND INTERIOR. UNITS SHALL BE 1-INCH INSULATED DOUBLE GLAZED CONSISTING
OF 1/4-INCH EXTERIOR PANE, 1/2-INCH AIR SPACE, 1/4-INCH INTERIOR PANE
INSTALL FROM EXTERIOR SIDE.
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
NO.
PART
DESCRIPTION
MANUFACTURER
1.5
PAIR HINGES
BB1279 X 4.5 X 4.5 US26D
HAGAR
1
PRIVACY LOCKSET
AU5302LN X US26D
YALE
1
WALL BUMPER
409 X US26D AT DOOR NUMBER 6
ROCKWOOD
1
FLOOR STOP
440 X US26D AT DOOR NUMBER 5
( MOUNT AS CLOSE TO CORNER AS POSSIBLE)
ROCKWOOD
FASTENERS: ALUMINUM OR NON-MAGNETIC STAINLESS STEEL. CONCEALED FASTENERS
SHALL BE CADMIUM OR ZINC-PLATED STEEL.
2. DOOR TYPE:
a. SIZE: AS SCHEDULED. EFCO SERIES NUMBER D300.
b. ALUMINUM: 6063 T5 OR T6 ALLOY AND TEMPERED, MEETING REQUIREMENTS OF ASTM B
221, ALLOY GS 10A-T5.
c. STILES AND TOP RAILS: 3-1/2"x 1-3/4"x 0.125" THICK, PLUS OR MINUS 0.005, GLAZING
STOP SECTION 0.050" WALL THICKNESS.
d. BOTTOM RAIL: 10" MINIMUM x 1-3/4"x 0.125" THICK, PLUS OR MINUS 0.005, GLAZING
STOP SECTION 0.050" WALL THICKNESS.
e. CONSTRUCTION: MANUFACTURERS STANDARD.
f.
GLAZING STOPS: SNAP IN TYPE WITH "DRY" EDPM OR NEOPRENE BULB-TYPE GLAZING.
UNITS SHALL BE DOUBLE GLAZED, 1-INCH INSULATED UNIT, FROM EXTERIOR SIDE.
g. WEATHERSTRIPPING: NEOPRENE BULB TYPE, REPLACEABLE.
3. FINISH: ORGANIC, AA-M12-C42-R1X, KYNAR 500/HYLAR 5000 FLUROPON, IN ACCORDANCE WITH
AAMA 605.2. COLOR AS SELCECTED FROM MANUFACTURERS STANDARDS AND SCHEDULED
ON DRAWINGS.
4. DOOR HARDWARE: REFER TO DOOR HARDWARE SCHEDULE AND SECTION 08 71 00.
D. AUXILLIARY MATERIALS:
1. PROVIDE ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A
COMPLETE, WEATHERTIGHT, AND PROPER INSTALLATION OF DOORS AND FRAMING
SYSTEMS, SUBJECT TO ACCEPTANCE BY THE ARCHITECT.
a. DEFLECTION CHANNELS: AS RECOMMENDED BY SYSTEM MANUFACTURER.
b. CONTINOUS SILL FLASHING SHEET METAL: 0.040-INCH THICK ALUMINUM SHEET, FINISH TO
MATCH MULLION SECTIONS WHERE EXPOSED.
c. COLUMN CLADDING SHEET METAL: 0.040-INCH THICK ALUMINUM SHEET, FINISH TO MATCH
MULLION SECTIONS WHERE EXPOSED.
d. THERMAL BARRIER: BARRIER MATERIAL SHALL BE POURED-IN-PLACE TWO PART
POLYURETHANE. A NONSTRUCTURAL THERMAL BARRIER IS UNACCEPTABLE.
PART 3 - EXECUTION
3.01 INSTALLATION
A. TAKE FIELD MEASUREMENTS BEFORE FABRICATION WHERE POSSIBLE; DO NOT DELAY
JOB PROGRESS.
B. INSTALL MATERIAL AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND
WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS.
C. ANCHOR SECURLY IN PLACE TO STRUCTURE; INSTALL PLUMB, LEVEL AND IN TRUE ALLIGNMENT.
ISOLATE DISSIMILAR MATERIALS TO PREVENT CORROSION.
D. COORDINATE WITH GLASS AND GLAZING WORK; INSTALL HARDWARE AND ADJUST FOR
SMOOTH, PROPER OPERATION.
E. SEAL FRAMES WITH AN APPROVED SEALANT, IN COMPLIANCE WITH SECTION 07 92 00, IN
COLOR TO MATCH FRAMES. MAKE A NEAT, FULLY WEATHERPROOF JOB.
F. CLEAN AND PROTECT COMPLETED SYSTEM; REPAIR DAMAGE.
END OF SECTION
COULTER & COMPANY
13711 E. 66TH ST. N.
OWASSO, OK 74055
PHONE: (918) 272-4494
FAX: (918) 272-7908
EMAIL: [email protected]
CONTACT: BRENDA OR KEN
4'-9 3/8"
1
PROVISIONS FOR THERMAL MOVEMENTS: SYSTEM PERFORMANCE TO PROVIDE FOR
EXPANSION AND CONTRACTION WITHIN SYSTEM COMPONENTS CAUSED BY TEMPERATURE
e.
___________________________
1 1/2" - 1'-0"
1'-2 3/8"
A2.1
5 3/4"
INSTALL 3 (MIN.) JAMB ANCHORS EACH JAMB.
FRAME REINFORCING PER MFR'S
RECOMMENDATIONS.
BY MFR.
HOLLOW METAL FRAME, REFER
TO DOOR SCHEDULE FOR TYPE
(RATED WHERE REQUIRED).
3 5/8"
SET NUMBER 1 ( DOOR MARK 1A & 1B )
3 5/8"
ANCHOR PER MFR.
RECOMMENDATIONS
A.
b.
HARDWARE SCHEDULE
BY MFR.
DOOR - SEE DOOR SCHEDULE
02/21/13
PROVIDE FIVE YEAR WARRANTY UNDER PROVISIONS OF GENERAL CONDITIONS INCLUDING
COVERAGE FOR INSULATED GLASS UNITS.
1.04 TEST PROCEEDURES AND PERFORMANCE
a.
2"
PERMIT/BID
B.
1.
PHONE 800-887-4307 EXT 133
FAX 859-881-5499
EMAIL: [email protected]
DOUBLE STUDS AT JAMBS. SEE 10/A1.2.
02/08/13
1.03 QUALITY ASSURANCE
A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE
MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICES FOR THREE
YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE AND STORE MATERIAL IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
B.
LOCKNET
A2.1
11/A2.1
NOTES:
1. ALL DOORS SHALL BE SHOP PREPARED FOR HARDWARE.
2. ALL EXTERIOR DOORS TO BE KEYED ALIKE. CONTRACTOR TO FIELD VERIFY AND MATCH CORE OF DOOR MARKED "1".
3. EXTERIOR DOOR, FRAME AND HARDWARE SUPPLIED BY OWNER, CONTRACTOR INSTALLED.
4. IT IS THE CONTRACTORS OPTION TO DIRECT ORDER AND PURCHASE INTERIOR DOORS, HOLLOW METAL FRAMES AND HARDWARE THROUGH LOCKNET.
5. FRAME FOR INDICATED DOOR TO HAVE A 4" HEAD.
1 1/2" - 1'-0"
BOX HEADER CONSISTING OF
(2) 6" (20 GA.) MTL. STUDS W/ 3 5/8"
TRACK TOP AND BOTTOM. SEE 10/A1.2.
SCALE:
REMARKS
SET #
REFER TO
FLOOR PLAN
6
___________________________
1 1/2" - 1'-0"
3 5/8"
SWING
HOLLOW METAL FRAME,
REFER DOOR SCHEDULE FOR
TYPE
SCALE:
TYPE
DETAILS
OWNER REVIEW
233 South Patterson
Phone: (417) 862-2674
HOLLOW METAL DOOR AND
FRAME SYSTEM, REFER
SCHEDULE FOR TYPE
A2.1
SIZE ( W x H x D )
ANCHOR PER MFG.
RECOMMENDATIONS
FRAME
DISTRIBUTIONS:
PROJECT:
EXTERIOR
MATCH
EXISTING
EXTERIOR
PRE-FINISHED SHEET METAL (24
GA.) CLOSURE TRIM AND
FLASHING. COLOR TO MATCH CMU.
DOOR
MK
NEW STEEL LINTEL - W8 x 10 BEAR 8"
MIN. EA. END. REFER TO DETAIL 16/A2.2
FOR ADDITIONAL INFORMATION.
DOOR
HARDWARE
SECTION 08 41 13
ALUMINUM ENTRANCES AND STOREFRONTS
PART 1 - GENERAL
1.01 SUMMARY
A. PROVIDE ALUMINUM ENTRANCES AND STOREFRONTS.
1. EXTERIOR ENTRANCE DOORS.
2. FRAMES AND ENTRANCES.
3. STOREFRONT TYPE FRAMING SYSTEMS.
4. TRANSOMS.
5. SIDELIGHTS.
1.02 SUBMITTALS
A. NONE REQUIRED UNLESS SUBMITTING FOR APPROVED EQUALS.
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
MATCH
EXISTING
1
NOTE: NEW STOREFRONT GLASS
TO MATCH EXISTING. FIELD
VERIFY EXISTING COLOR,
HEIGHT, GLAZING, AND FRAMING.
STOREFRONT NOTES:
1. FIELD VERIFY FINAL ROUGH OPENING PRIOR TO FABRICATION.
2. REFER TO COVER SHEET FOR DESIGN CRITERIA.
3. IT IS THE CONTRACTORS OPTION TO DIRECT ORDER AND
PURCHASE STOREFRONT AND GLASS FROM COULTER & COMPANY.
4. SECURITY SHUTTERS MAY BE REQUIRED ON THIS PROJECT.
CONTACT YOUR PROJECT ADMINISTRATOR FOR VERIFICATION.
5. WHEN THE WIND SPEED IS EQUAL TO OR GREATER THAN 120 MPH,
A STORM PANEL SYSTEM WILL BE OWNER FURNISHED AND
INSTALLED ON THIS PROJECT. CONTACT YOUR PROJECT
ADMINISTRATOR TO VERIFY/COORDINATE.
( NOT USED )
(INSULATED) FLUSH HOLLOW
METAL (18 GA.) (REFER TO
GENERAL FINISH NOTES ON
THIS SHEET FOR FINISHES)
AA
BB
4
SOLID CORE WOOD DOOR
(REFER TO GENERAL FINISH
NOTES ON THIS SHEET FOR
FINISHES)
CC
DOOR ELEVATIONS
___________________________________________________
A2.1
SCALE:
1/4" = 1'-0"
MFR. PRE-FINISHED DOUBLE
ACTING IMPACT DOORS
NOTE:
DASHED IN DOOR AND
DOUBLE LETTER INDICATE
PAIRED DOOR LOCATIONS
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
A2.1
SHEET 3 OF 6
SPECIAL INSPECTIONS
1.
1. TYPE, SIZE, AND EMBEDMENT OF ANCHOR/REINFORCING
CONTINUOUS
2. ANCHOR/REINFORCING INSTALLATION PROCEDURES
CONTINUOUS
MANUFACTURER'S
WRITTEN INSTALLATION
INSTRUCTIONS
2.
THE SPECIAL INSPECTION IDENTIFIED ON PLANS ARE, IN ADDITION TO , AND NOT A
SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING
INSPECTOR.
3.
THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT
SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.
4.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
1/2"
DRILL & ADHERE 4 1/2" INTO
EXISTING SOLID GROUTED CMU W/
HILTI HIT-HY150 MAX ADHESIVE
ANCHORING SYSTEM. GROUT CELLS
SOLID A MINIMUM OF 24 HOURS
PRIOR TO INSTALLING ANCHORS,
WHERE VOID.
3/4" NON-SHRINK
GROUT
EXIST. CMU WALL
NEW STEEL LINTEL-W8x10.
3/8"
3/8"
3/16
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL, THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE
LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER,
THE BUILDING OFFICIAL, AND THE PROFESSIONAL-OF-RECORD, UNTIL ALL
CORRECTIONS HAVE BEEN COMPLETED.
REMOVE EXISTING
MASONRY AND REBUILD
WITH NEW MASONRY
TOOTHED INTO EXISTING
MASONRY
8"
2-18
7x1/4 x CONT. STEEL
PLATE.
C. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE
SPECIAL INSPECTIONS , TESTING, AND STRUCTURAL OBSERVATIONS MUST BE
COMPLETED BY THE SPECIAL INSPECTING AGENCY'S PROFESSIONAL ENGINEER AND
SUBMITTED TO THE INSPECTION SERVICES DIVISION.
WIRE TRIANGLE TIES
WELDED TO BEAM @
MORTAR JOINTS @ 16" O.C.
(DUR-O-WALL OR EQUAL)
(2) - #6 VERTICAL EA. JAMB
(WITH #5 DOWELS EPOXY
GROUT INTO EXISTING
FOUNDATION WALL 6"
EMBEDMENT). GROUT
CELLS SOLID.
REMOVE EXISTING
MASONRY AFTER
REMAINING WALL IS SHORED
NEW M.O. VARIES
- SEE PLAN
FRONT ELEVATION
WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER
SPECIFIED TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED.
6.
REFERENCE THE FOLLOWING TABLE FOR INSPECTION REQUIREMENTS.
7.
STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS NOT
REQUIRED, UNLESS SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL.
1.
WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING.
2.
EXISTING CONSTRUCTION SHOWN IS BASED UPON EXISTING CONDITIONS & CAN BE USED
FOR BIDDING PURPOSES. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB
CONDITIONS, REVIEW ALL DRAWINGS & VERIFY DIMENSIONS, ELEVATIONS, & MEMBER SIZES
PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE
PROFESSIONAL OF RECORD IN WRITING OF ALL DISCREPANCIES & EXCEPTIONS BEFORE
PROCEEDING WITH THE WORK.
3.
THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED
WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE
BUILDING. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL
FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE
PROFESSIONAL OF RECORD SHALL BE IMMEDIATELY NOTIFIED & PRIOR WRITTEN APPROVAL
SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS.
4.
THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE CAUSED DURING CONSTRUCTION
WITH SIMILAR MATERIALS & WORKMANSHIP.
5.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS & METHODS OF ALL
DEMOLITION WORK & FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING &
PROTECTION AS NECESSARY FOR SAFETY, STABILITY & PROTECTION OF ALL BUILDING
ELEMENTS & STRUCTURE DURING CONSTRUCTION & DEMOLITION. TEMPORARY SHORING &
BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD LOADS, LIVE
LOADS, SNOW LOADS & CONSTRUCTION LOADS, TO PROVIDE STABILITY, & TO PROVIDE FOR
RESISTANCE TO WIND & SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE
STRUCTURE ARE COMPLETE.
5) FLOOR AND ROOF DECK WELDS
SECTION VIEW
16 STEEL LINTEL - BEARING DETAIL
SCALE:
PERMIT/BID
02/21/13
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
EXISTING CONSTRUCTION NOTES
______________________________________________________________________________________
A2.2
5.
1) COMPLETE AND PARTIAL PENETRATION
GROOVE WELDS
5/16"
REMOVE EXISTING
MASONRY AND REBUILD
WITH NEW MASONRY
TOOTHED INTO EXISTING
MASONRY
02/08/13
1" = 1'-0"
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
8"
OWNER REVIEW
A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR
CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
THE INSPECTOR MAY NOT ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE
REQUIREMENTS OF THE DOCUMENTS.
1/4" STEEL PLATE.
4" HOOK EACH END
THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO
PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE REQUIRED SPECIAL
INSPECTION ITEMS.
DISTRIBUTIONS:
STRUCTURAL STEEL
1.
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES:
WIDE FLANGE SHAPES............................................................A992 (Fy=50 KSI)
ALL CHANNELS, ANGLES, PLATES, ETC. (U.N.O.).................A36 (Fy=36 KSI)
STRUCTURAL TUBE..................................................................A500 (Fy=46 KSI)
BOLTS.........................................................................................A325 (U.N.O.)
ANCHOR RODS.........................................................................F1554, GRADE 36
WELDING ELECTRODES..........................................................E70XX
2.
ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE
WITH THE AISC CODE OF STANDARD PRACTICE (2005), EXCEPT AS MODIFIED IN THESE NOTES
AND THE PROJECT SPECIFICATIONS.
3.
SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT
WRITTEN APPROVAL OF THE PROFESSIONAL-OF-RECORD.
REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'm = 1500
PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90,
GRADE N, TYPE 1, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH
OF 1900 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. GROUT SHALL
CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE
STRENGTH OF 2000 PSI.
2.
MASONRY REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS
NOTED OTHERWISE.
3.
CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED
TRUSS OR LADDER TYPE FORMED FROM 9 GAUGE COLD-DRAWN STEEL WIRE
COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE SPACED AT 16" O.C.
VERTICALLY IN ALL MASONRY WALLS.
4.
ALL REINFORCED CELLS AND ALL CELLS BELOW THE FINISHED FLOOR ELEVATION
SHALL BE GROUTED SOLID.
5.
WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT
SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS MAY
BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
ADJACENT CELL TO THE VERTICAL WALL REINFORCING. GROUT THE CELL FOR THE
FULL HEIGHT OF THE DOWEL.
ALL REINFORCING STEEL SHALL BE CENTERED IN THE MASONRY UNIT CELL, UNLESS
NOTED OTHERWISE.
TYP.
4"
1/4" CLOSURE CAP - SEAL
WELD ALL AROUND
HSS 4x4x1/4
POST
6.
233 South Patterson
Phone: (417) 862-2674
UNDERSIDE OF EXISTING
ROOF DECK
TYP.
1.
PROJECT:
REINFORCED MASONRY
4"
2"
2"
1'-4"
TYP.
NEW OPENING
1 IN EXISTING WALL
_____________________________________________________
1/8" = 1'-0"
2"
HILTI HAS RODS - DRILL &
ADHERE 4 1/2" INTO EXISTING
SOLID GROUTED C.M.U. W/
HILTI HIT HY-150 MAX
ADHESIVE ANCHORING
SYSTEM. GROUT CELLS SOLID
A MINIMUM OF 24 HOURS
PRIOR TO INSTALLING
ANCHORS WHERE VOID.
3/16
(3) SIDES
7.
ALL REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS.
8.
ALL REINFORCING BARS SHALL HAVE A MINIMUM GROUT COVER OF 1/2" TO THE INSIDE
FACE OF THE MASONRY UNIT, A MINIMUM OF TOTAL MASONRY COVER OF 2".
9.
ALL REINFORCING BARS IN WALLS SHALL HAVE NOT LESS THAN ONE BAR DIAMETER
NOR 1" CLEAR BETWEEN BARS.
10. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO
MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3"x4".
11. GROUTING SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A
KEY AT THE POUR JOINT.
12. GROUTING OF MASONRY BEAMS AND LINTELS OVER OPENINGS SHALL BE DONE IN
ONE CONTINUOUS OPERATION.
13. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO
POSITION.
SIM.
SCALE:
ADHERE 4 1/2" INTO EXISTING
SOLID GROUTED C.M.U. W/ HILTI
HIT HY-150 MAX ADHESIVE
ANCHORING SYSTEM. GROUT
CELLS SOLID A MINIMUM OF 24
HOURS PRIOR TO INSTALLING
ANCHORS WHERE VOID.
8"
L4x4x1/4x12" (EACH SIDE)
ANCHOR TO EXISTING
A2.2
L4x4x1/4x4" (EACH SIDE) @ 48"
O.C. MAX. ANCHOR TO EXISTING
SOLID GROUTED C.M.U. WALL W/
2"
NEW STEEL
LINTEL.
SEE 16/A2.2
3/16
2
DETAIL
__________________________________
A2.2
SCALE:
1 1/2" = 1'-0"
(3) SIDES - 4" LONG
SIDE CENTER
3
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
JLH
02/08/13
313243
DETAIL
__________________________________
A2.2
SCALE:
1 1/2" = 1'-0"
SHEET 4 OF 6
DEMOLITION KEYED NOTES:
LANDLORD TO REMOVE EXISTING BUIDLING SIGNAGE COMPLETE.
DISTRIBUTIONS:
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
EXISTING INSULATED PANELS IN STOREFRONT TO BE REMOVED COMPLETE. PATCH
AND REPAIR ADJACENT SURFACES TO LIKE NEW CONDITION FOR INSTALLATION OF
NEW STOREFRONT GLASS.
EXISTING DOOR, FRAME & HARDWARE, AND PORTION OF EXISTING EXTERIOR WALL TO
BE REMOVED AS NECESSARY FOR INSTALLATION OF NEW DELIVERY DOORS. SEE
DEMOLITION PLAN AND FLOOR PLAN FOR MORE INFORMATION.
TENANT G.C. TO REMOVE EXISTING WOOD AND METAL PANELS COMPLETE. PATCH AND
REPAIR EXISTING FRAMING & SHEATHING TO REMAIN AS REQUIRED FOR INSTALLATION
OF NEW EIFS SYSTEM.
PAINT
SPECIFICATION
TOP OF CANOPY
ELEV. 112'-6"
KEYED NOTES:
O'REILLY RED
SHERWIN WILLIAMS MIX
BASE---B65R338/B60V30-GALLON FORMULA
QV-45
TW-15
CLEAR COAT--DIAMOND CLAD CLEAR
COAT URETHANE
B65T105/B65V105/B65C105-3 COMPONENT
SIGN:
APPROXIMATE OUTLINE OF SIGN. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF
SIGN, COORDINATE WITH SIGN COMPANY FOR EXACT SIGN PLACEMENT. OWNER
FURNISHED AND INSTALLED LOGO. REFER TO SIGN PACKET INFORMATION FOR
FURTHER DETAIL.
12' TYP
FINISH FLOOR HEIGHT
ELEV. 100'-0"
EXISTING STOREFRONT SYSTEM:
EXISTING ALUM. AND GLASS STOREFRONT SYSTEM TO REMAIN.
NEW STOREFRONT GLASS:
INFILL OPENING WITH NEW GLASS STOREFRONT TO MATCH EXISTING.
EXISTING BUILDING EIFS:
EXISTING BUILDING EIFS TO REMAIN. GC TO PAINT TO MATCH REST OF BUILDING.
VERIFY EXISTING COLOR WITH LANDLORD.
NEW BUILDING EIFS:
G.C. TO INSTALL NEW BUILDING EIFS ON EXISTING CANOPY AS SHOWN. GC TO PAINT
"O'REILLY RED". REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION.
COLD WEATHER APPLICATIONS:
SHERWIN WILLIAMS PAINT
(1) COAT S-W LOXON BLOCK
SURFACER (NO LESS THAN 8 MILS)
(2) COATS S-W ULTRACRETE SOLVENT
BORNE SMOOTH B46 (NO LESS THAN 8 MILS
EACH COAT OR 16 MILS TOTAL)
EXISTING BUILDING MASONRY:
EXISTING BUILDING MASONRY TO REMAIN. GC TO PAINT TO MATCH REST OF BUILDING.
VERIFY EXISTING COLOR WITH LANDLORD.
NEW DOOR AND FRAME:
(REFER TO DOOR SCHEDULE AND EXTERIOR FINISH SCHEDULE)
EXISTING DOWNSPOUT:
EXISTING DOWNSPOUT & GUTTER TO REMAIN. GC TO TOUCH UP EXISTING PAINT AS
NEEDED. VERIFY EXISTING PAINT COLOR WITH LANDLORD.
16 RIGHT SIDE ELEVATION
_____________________________________________________________
A3
SCALE:
EXISTING GAS METER:
EXISTING GAS METER TO REMAIN.
1/8" = 1'-0"
EXISTING ELECTRICAL EQUIPMENT:
EXISTING ELECTRICAL EQUIPMENT TO REMAIN.
EXISTING STEEL COLUMN:
EXISTING STEEL COLUMN TO REMAIN. GC TO TOUCH UP EXISTING PAINT AS NEEDED.
TOP OF PARAPET
ELEV. 122'-8"
EXISTING LOADING DOCK:
EXISTING LOADING DOCK, STAIR, HANDRAIL & GUARD RAIL TO REMAIN. GC TO TOUCH
UP EXISTING PAINT AS NEEDED.
TOP OF BUILDING
ELEV. 115'-4"
INTERNATIONAL SYMBOL OF ACCESSIBILITY:
G.C. TO INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE.
REFER TO 4/A4.
TOP OF CANOPY
ELEV. 112'-6"
TOP OF STOREFRONT
ELEV. 111'-10"
ADDRESS NUMBERS:
6" HIGH VINYL BY GC. COLOR TO BE WHITE.
CONCRETE BLOCK
SHERWIN WILLIAMS PAINT
(1) COAT S-W PREPRITE BLOCK FILLER
B25W25 (NO LESS THAN 8 MILS)
(2) COATS S-W CONFLEX XL SMOOTH
ELASTOMERIC A5-400 (NO LESS THAN
5.7 MILS EACH COAT)
BOTTOM OF CANOPY
ELEV. 109'-4 7/8"
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
TOP OF PARAPET
ELEV. 122'-8"
EXISTING CANOPY:
EXISTING CANOPY REMAIN. GC TO TOUCH UP EXISTING PAINT AS NEEDED.
BOTTOM OF CANOPY
ELEV. 109'-4 7/8"
EXISTING WALL LIGHT:
EXISTING WALL LIGHT TO REMAIN. REFER TO ELECTRICAL DRAWINGS.
NEW WALL PACK LIGHT:
REFER TO ELECTRICAL DRAWINGS.
FINISH FLOOR HEIGHT
ELEV. 100'-0"
EXISTING WALL VENT:
EXISTING WALL VENT TO REMAIN. TYPICAL.
FINISH FLOOR HEIGHT
ELEV. 100'-0"
EXISTING METAL CAP FLASHING:
EXISTING METAL CAP FLASHING TO REMAIN. GC TO TOUCH UP EXISTING PAINT AS
METAL CAP FLASHING:
METAL CAP FLASHING. COLOR TO BE FIELD PAINTED "O'REILLY RED" TO MATCH E.I.F.S.
REFER TO EXTERIOR FINISH SCHEDULE.
11 LEFT SIDE ELEVATION
__________________________________________________________
A3
SCALE:
EXISTING BUILDING MASONRY:
EXISTING BUILDING MASONRY TO REMAIN. GC TO TOUCH UP EXISTING PAINT AS
1/8" = 1'-0"
PROJECT:
TOP OF BUILDING
ELEV. 115'-4"
FINISH FLOOR HEIGHT
ELEV. 100'-0"
A3
SCALE:
PROPOSED
8 REAR ELEVATION
________________________________________________
1/8" = 1'-0"
A3
SCALE:
1/8" = 1'-0"
63" O'REILLY WITH 31" "AUTO PARTS"
CHANNEL LETTERS
TOP OF PARAPET
ELEV. 122'-8"
10'-10"
EXTERIOR FINISH SCHEDULE
TYPE:
TOP OF STOREFRONT
ELEV. 111'-10"
COMPANY TYPE:
COLOR:
EXTERIOR INSULATION AND FINISH
SYSTEM
(E.I.F.S.)
DRYVIT - OUTSULATION PLUS MD
SANDBLAST FINISH
"O'REILLY RED"
ORAP011030S WITH DRYVIT
STRATOTONE HIGH PERFORMANCE
COLORANT
(FACTORY MIXED ONLY)
EXTERIOR DOORS
OWNER
PAINT TO MATCH
BUILDING FIELD COLOR
OWNER
"O'REILLY RED"
(VERIFY MIX BELOW MATCHES E.I.F.S.
COLOR)
SHERWIN WILLIAMS MIX
BASE: ---B65R338-B60V30-GALLON FORMULA
QV: 45
TW: 15
CLEAR COAT--DIAMOND CLAD CLEAR
COAT URETHANE
B65T105/B65V105/B65C105-3 COMPONENT
321
FINISH FLOOR HEIGHT
ELEV. 100'-0"
EXISTING
1 FRONT ELEVATION
___________________________________________________
A3
SCALE:
1/8" = 1'-0"
233 South Patterson
Phone: (417) 862-2674
EXISTING
6 REAR ELEVATION
________________________________________________
PROPOSED
3 FRONT ELEVATION
___________________________________________________
A3
SCALE:
1/8" = 1'-0"
SHEET METAL CAP
FLASHING AT E.I.F.S.
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
A3
SHEET 5 OF 6
GENERAL NOTES:
TOILET ACCESSORIES
9'-0" A.F.F.
T.O.W.
MK
9'-0" A.F.F.
T.O.W.
3'-0" A.F.F.
TO SPOUT
27"
21 INTERIOR ELEVATION
23 INTERIOR ELEVATION
_________________________________________________________
SCALE:
_________________________________________________________
1/4" = 1'-0"
SCALE:
A4
1/4" = 1'-0"
EX'G
1'-6"
B
3 5/8"
8'-10"
CC
CC
B
MEN'S
RESTROOM
104
WOMEN'S
RESTROOM
105
CL
S43
MEN'S
RESTROOM
104
G
CL
E
2'-2"
E
S43
CL
J
3'-8"
7'-4"
F
G
1'-5"
GRAB BAR
BOBRICK
B-6806 X 36"
33"-36" TO
T.O. GRAB
BAR
REFER TO
5/A4
GRAB BAR
BOBRICK
B-6806 X 18"
39"-41" TO
B.O. GRAB
BAR
REFER TO
5/A4
SANITARY
NAPKIN
RECEPTACLE
BOBRICK
B-270
27" A.F.F.
TO TOP
AT WOMEN'S
RM ONLY
SOAP
DISPENSER
( BY OWNER )
38" A.F.F.
TO SOAP
BY OWNER
( N.I.C.)
PAPER TOWEL
DISPENSER
( BY OWNER )
4'-0" TO
TOWELS
BY OWNER
( N.I.C.)
BOBRICK
ROCKWOOD
ROCKWOOD
B-293-1836
18" W X 36" H
38" A.F.F. TO
B.O. REFLECT.
SURFACE
METAL EDGE
BF687 BLUE
60" A.F.F. TO
CENTER
WHITE TEXT
ON BLACK
BACKGROUND
REFER TO 4/A4
60" A.F.F. TO
CENTER
WHITE TEXT
ON BLACK
BACKGROUND
REFER TO 4/A4
60" A.F.F. TO
CENTER
N/A
BF688 BLUE
REFER TO SHEET P1
(REFER TO PLUMBING SHEETS FOR
WATER HEATER SPECIFICATIONS)
H
18"
CLR.
SCALE:
A4
39-41"
C GRAB BAR 36"
LONG - SEE 5/A4
39-41" TO 18"
BOTTOM
33"-36"
T.O. GRAB BAR
CL6"
FLOOR DRAIN:
MOP SINK:
EYE WASH / STATION:
PLACE @ 48" ABOVE FINISH FLOOR ( REFER TO M.E.P. PLANS )
DRINKING FOUNTAIN:
( REFER TO M.E.P. PLANS ).
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
PAINT:
( REFER TO FINISH SCHEDULE )
FRP PANEL:
DOOR:
BASE:
CLEAR FLOOR SPACE:
60" x 56" CLEAR FLOOR SPACE AT TOILET.
CLEAR FLOOR SPACE:
60" CLEAR TURNING DIAMETER.
WALL TRIM:
1X4 WOOD TRIM, PAINT TO MATCH WALL.
WALL HUNG URINAL:
CC GRAB BAR 18"
LONG - SEE 5/A4
18"
1/4" = 1'-0"
17"
D
SANITARY NAPKIN
RECEPTACLE
E
SOAP DISPENSER
F
40" MAX TO
1/4" = 1'-0"
WALL HUNG LAVATORY:
PAPER TOWEL
DISPENSER
REFLECTIVE
SURFACE
SCALE:
36"
CL
48"
A4
GRAB BAR 48" LONG
REFER TO 5/A4
CL
TO TOWELS
1/4" = 1'-0"
B
38"
SCALE:
MEN'S
13 RESTROOM ELEVATION
_____________________________________________________________
TISSUE PAPER
DISPENSER
27"
A4
ACCESSIBILITY
12 CLEARANCE PLAN
__________________________________________________
A
TO SOAP
ENLARGED
11 RESTROOM PLAN
________________________________________________
33"-36"
T.O. GRAB BAR
15"-48"
A.F.F.
1'-5"
TO RIM
NOTE:
FOR ACCESSIBILITY CLEARANCES SEE 12/A4.
CL
48"
02/21/13
WATER CLOSET:
CLEAR FLOOR SPACE:
30" x 48" CLEAR FLOOR SPACE AT URINAL.
C
6" L
PERMIT/BID
KEYED NOTES:
CLEAR FLOOR SPACE:
48" DEEP CLEAR FLOOR SPACE WITH 12" AT STRIKE EDGE AT DOOR.
3'-0"
7"-9" CL
02/08/13
REFER TO FINISH SCHEDULE ON SHEET F1 FOR MATERIAL FINISH TYPES AND
LOCATIONS.
CLEAR FLOOR SPACE:
48" DEEP CLEAR FLOOR SPACE WITH 24" AT STRIKE EDGE AT DOOR.
FLUSH CONTROLS TO BE ON
WIDE SIDE OF TOILETS.
OWNER REVIEW
CLEAR FLOOR SPACE:
30" x 48" CLEAR FLOOR SPACE AT LAVATORY.
ALL EXPOSED PIPING TO BE
COVERED W/ INSULATION.
K
B.
REFER TO PLUMBING / ELECTRICAL PLANS FOR SYSTEMS AND TYPES
WOOD BLOCKING:
2" SOLID FIRE TREATED WOOD BLOCKING.
2. IT IS THE CONTRACTORS OPTION TO DIRECT ORDER AND PURCHASE TOILET ACCESSORIES
THROUGH LOCKNET (EXCLUDING ITEMS LABELED "OWNER SUPPLIED". REFER TO SHEET A2
FOR CONTACT INFORMATION.
CL
A.
WALL CONSTRUCTION:
( REFER TO FLOOR PLAN FOR TYPES )
NOTE:
1. CONTRACTOR TO PROVIDE FIRE TREATED WOOD BLOCKING FOR INSTALLATION OF ALL
TOILET ACCESSORIES
C
S43
WOMEN'S
RESTROOM
105
REFER TO
5/A4
WATER HEATER
3 5/8"
4'-5"
C
BY OWNER
( N.I.C. )
33"-36" TO
T.O. GRAB
BAR
K
D
15"-48" A.F.F
TO B.O. ROLL
B-6806 X 48"
WOMEN'S
ACCESSIBLE
RR SIGNAGE
A
REMARKS
BOBRICK
MOP HANGER
A
MOUNTED
HEIGHT
GRAB BAR
MEN'S
ACCESSIBLE
RR SIGNAGE
6"
6'-10"
( BY OWNER )
TILT MIRROR
16'-5 5/8"
MODEL
NUMBER
MANUFACTURER
TISSUE PAPER
DISPENSER
H
3'-6" A.F.F.
TO SPOUT
J
A4
DESCRIPTION
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
NOTE:
REFER TO DETAIL 4/A4 FOR
RESTROOM SIGNAGE DETAILS.
DISTRIBUTIONS:
G TILT MIRROR
ACCESSORY
14 MOUNTING HEIGHTS
_______________________________________________________
D
1/4" = 1'-0"
A4
SCALE:
18"
CLR.
18"
CLR.
WOMEN'S
_____________________________________________________________
MEN'S
_____________________________________________________________
1/4" = 1'-0"
A4
SCALE:
MEN'S
_____________________________________________________________
1/4" = 1'-0"
27" MIN.
5'-0" MIN.
A4
SCALE:
1/4" = 1'-0"
11"
MIN.
17" MIN.
10 LAVATORY CLEARANCES
________________________________________________________________
A4
SCALE:
1/2" = 1'-0"
6" (TYP.)
CEILING
CL
SHEET ROCK REFER TO
SHEET F1 FOR FINISH
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
1
FLOOR TO CEILING HEADER ELEVATION
A4
SCALE:
1/4" = 1'-0"
H
RAISED GENDER
TEXT (TYP.)
J
RAISED BRAILLE
GENDER TEXT
(TYP.)
NOTES:
1. SIGNS SHALL CONFORM TO ANSI OR LOCAL ACCESSIBILITY GUIDELINES WHICHEVER IS MORE STRINGENT.
2. ALL BUILDINGS AND ENTRANCES THAT ARE ACCESSIBLE AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH
A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY.
3. G.C. TO PROVIDE TACTILE "EXIT" SIGNS AT ALL GRADE LEVEL EXIT DOORS PER CODE.
4. SIGNS TO BE INSTALLED ON THE LATCH SIDE OF THE DOOR, OR IF NO SPACE ON THE NEAREST WALL PREFERABLY ON THE RIGHT.
SIGNAGE SHALL HAVE NON GLARE FINISH W/ A CONTRASTING BACKGROUND. SEE A1.1 FOR LOCATION OF SIGNAGE.
P
_________________________________________________________________________________________________
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
GRAB BAR SUPPORT BAR
FASTENER & MOUNTING
SUPPORT SHALL BE ABLE TO
WITHSTAND 250#/FT. IN
BENDING, SHEAR & TENSION.
RAISED GENDER
SYMBOLS (TYP.)
9" FROM DOOR FRAME TO
OF SIGN - TYP.
6'-10"
OPEN
GRADE 2 BRAILLE WITH
DOTS 1/10" ON CENTER
AND 2/10" SPACE
BETWEEN CELLS RAISED
1/40" PER CODE
CL
RAISED DISABLED
SYMBOLS (TYP.)
8" (TYP.)
PEGBOARD AND FACE TRIM
TO BE PAINTED FLAT BLACK
OPEN
CHARACTER HEIGHT
SHALL BE A MINIMUM
OF 3" PER CODE
INSTALL LATTICE TRIM BEFORE BLOCKING
AND TRIM REFER TO WALL TYPE DETAIL
PAINT INSIDE TRIM CUSTOM
COLOR "OREILLY GREEN"
11'-10"
8"
MIN.
5'-0" A.F.F. TO
OF SIGN - TYP.
SCALE:
A
1'-6"
CLR.
5'-0" MIN.
WOMEN'S
_____________________________________________________________
B
A
233 South Patterson
Phone: (417) 862-2674
A
C
PROJECT:
B
A
9"
MIN.
C
D
FLUSH CONTROLS TO BE
ON WIDE SIDE OF TOILETS.
C
17"-19"
L
18"
CLR.
A4
CC
29" MIN.
FLUSH CONTROLS TO BE ON
WIDE SIDE OF TOILETS.
G
E
38" MAX.
C
CC
F
1 1/2"
MIN. CLR.
G
E
2'-10"
TO RIM
17"-19"
1 1/2"
MIN. CLR.
B
REFER TO PLUMBING
SHEETS FOR FIXTURE
TYPES.
F
2'-10"
TO RIM
REFER TO PLUMBING
SHEETS FOR FIXTURE
TYPES.
1/4" = 1'-0"
34" MAX.
SCALE:
A4
NOTES:
1. WIDTH VARIES DEPENDING ON AMOUNT OF WALL UNITS REQUIRED.
2. REFER TO FIXTURE PLAN FOR DETAILS.
3. REFER TO FLOOR PLAN FOR DIMENSIONS.
4
ACCESSIBLE SIGNAGE
A4
SCALE:
_____________________________________________________________
1 1/2" = 1'-0"
MIN. 1 1/4"
MAX. 1 1/2"
1 1/2" TYP.
5
GRAB BAR DETAIL
A4
SCALE:
__________________________________________________
1 1/2" = 1'-0"
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
JAM
CMS
02/08/13
313243
A4
SHEET 6 OF 6
DISTRIBUTIONS:
FINISH SCHEDULE
A
MARK
ROOM
* FLOOR
* BASE
NORTH
EAST
SOUTH
WEST
CEILING
CEILING
HEIGHT
NOTES
100
PARTS AREA ( A )
F-1
B-1
W-3
W-3
W-3
W-3
C-1
11'-10"
2
101
PARTS AREA ( B )
F-2
---
W-3
W-3
W-3
W-3
E'XG
EXPOSED
1
102
OFFICE
F-2
B-1
W-3
W-3
W-3
W-3
C-2
8'-6"
1
103
PARTS AREA (C)
F-2
---
W-3
W-3
W-3
W-3
E'XG
EXPOSED
1
104
MENS REST ROOM
F-2
B-1
W-5
W-5
W-5
W-5
C-3
8'-6"
1
105
WOMENS REST
ROOM
F-2
B-1
W-5
W-5
W-5
W-5
C-3
8'-6"
1
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
M
1
MEN'S
TOILET RM.
104
24" 30" 3'-0" 27"
8'-0"
5'-0"
3'-4"
( * REFER TO FINISH LEGEND FOR DETAILS )
(EX'G: EXISTING)
W-1: NOT USED
PARTS AREA "C"
103
W-3: PAINT (2) COATS ICI PAINTS (GLIDDEN) "LIGHT NAVAJO" : ULTRA HIDE INT LATEX FLAT
BASE 1210-0110N WHITE TINT
BLK 0 P 6
YOX 0 P 20
OXR 0 P 2
COLOR # 40YY 76/112
5'-6"
W-4: PAINT (2) COATS "O'REILLY GREEN" : GLIDDEN EXTERIOR SEMI GLOSS LATEX
BASE 2407-500
YOX 3P 42
TBL 4P48
GRN 3P14
WHT 2P
COLOR # CUSTOM
OFFICE
102
3'-2"
34"
C-1:
5'-0"
12'-0"
12'-4 7/8"
45"
30"
4'-6"
30"
2'-11 1/2"
4'-6"
8'-2"
2'-11 1/2"
PARTS AREA "B"
101
14'-0"
C-3: PAINT (2) COATS ICI PAINTS ( GLIDDEN ) " LIGHT NAVAJO " ULTRA HIDE INT LATEX SEMI GLOSS
BASE 1416-0110 WHITE TINT
BLK 0 P 5
YOX 0 P 20
FFR 0 P 4
COLOR # 40YY 76/112
NO SUBSTITUTE
NOTES:
1. EXTERIORS OF 102 - OFFICE, 104 AND 105 - RESTROOMS PAINTED WITH W-4 AND PROVIDE BASE B-1.
2. LOCATION OF BASE INDICATED ON DRAWING.
FINISH LEGEND
8'-0"
F-1: POLISHED CONCRETE:
IF EXISTING CONCRETE FLOORS CANNOT BE FINISHED TO O'REILLY'S STANDARDS OF
SATISFACTION, G.C. SHALL CONTACT THE P.A. BEFORE PROCEEDING.
2"
5
2'-0" X 4'-0" ACOUSTICAL LAY-IN: LAY-IN EXPOSED WHITE METAL GRID, INTERMEDIATE DUTY-DOUBLE WEB
CONSTRUCTION (.013 MTL. THICKNESS) WITH LAY-IN PANELS OF ARMSTRONG #1729
"FINE FISSURED" MINABOARD
TEST DATA:
FIRE RESIST/FLAME SPREAD: CLASS A (UL)
ASTM CLASSIFICATION: TYPE III, FORM 2, PATTERN: C E
C-2: PAINT (2) COATS ICI PAINTS (GLIDDEN) "LIGHT NAVAJO" : ULTRA HIDE INT LATEX FLAT
BASE 1210-0110N WHITE TINT
BLK 0 P 6
YOX 0 P 20
OXR 0 P 2
COLOR # 40YY 76/112
35"
F1 FLOOR FINISH
IN SHADED AREA
(PARTS AREA "A")
ONLY.
6'-2"
11'-0 3/8"
30"
2'-11 1/2"
8'-2"
4'-6"
4
4'-0"
8'-2"
2'-11 1/2"
4'-6"
30"
30" 24" 30" 24" 30" 24" 30" 24" 30" 24" 30" 24" 30" 24" 36"
10'-0"
26'-8"
2'-11 1/2"
3
W-5: NUDO FIBER - LITE FRP LINER PANEL (OR APPROVED EQUAL)
.090 TEXTURED
MODEL NO. LP-F9 (WHITE)
PARTS AREA "A"
100
4'-6"
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
44'-0"
William Bandle Jr.
License #4914
Exp. Date: 06/30/13
W-2: NOT USED
12'-0"
30"
4'-0"
2
24" 30" 24" 30" 24" 4'-5 7/8"
WOMEN'S
TOILET RM.
105
3'-7 3/4"
6'-0"
30" 24" 30" 24" 32"
F-2: SEALED CONCRETE
IF EXISTING CONCRETE FLOORS CANNOT BE FINISHED TO O'REILLY'S STANDARDS OF
SATISFACTION, G.C. SHALL CONTACT THE P.A. BEFORE PROCEEDING.
AREA/EGRESS PLAN:
SCALE:
1/8" = 1'-0"
B-1: BASE:
DOOR "B"
69" EXIT
MFG:
VPI SPECIFIED: EQUIVALENT BY JOHNSONITE,
ROPPE, AFCO. OR APPROVED EQUAL.
COLOR: JET #01
SIZE:
4" X 1/8" THICK COVE TOE.
NOTE:
PROVIDE PIECES OF 2' LENGTH BASE FOR
INSTALLATION AT END OF FIXTURES AT
ENTRANCE OF PARTS AREA ( B ).
M
GENERAL NOTES:
A.
DIMENSIONS TO ROUGH FACE OF FRAMING OR TO FINISH EDGE
UNLESS OTHERWISE NOTED.
B.
FIXTURES AND EQUIPMENT ARE FOR REFERENCE ONLY. (N.I.C.)
C.
MATERIAL SYMBOLS ARE FOR GRAPHIC PURPOSES ONLY AND
MAY NOT REFLECT JOINT LAYOUT REQUIREMENTS.
DOOR
A
COMMON
74'-0"
PATH
TRAVEL
142'-4"
DISTANCE
DOOR
B
37'-10"
37'-10"
RESTROOMS
PARTS AREA "C"
233 South Patterson
Phone: (417) 862-2674
F1
PROJECT:
6 FINISH PLAN
______________________________________
OFFICE
COMMON
PATH
TRAVEL
DISTANCE
DOOR
A
DOOR
B
10'-2"
57'-10"
79'-2"
105'-6"
COMMON
PATH
TRAVEL
DISTANCE
DOOR
A
DOOR
B
4'-0"
25'-8"
68'-6"
79'-4"
PARTS AREA "B"
PARTS AREA "A"
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
DOOR "A"
33" EXIT
JAM
CMS
02/08/13
313243
F1
SHEET 1 OF 1
1
M
1
T
2
HVAC OUTDOOR AIR
REQUIREMENTS
KEYED NOTES:
A
M
CO
EXISTING ROOFTOP UNIT TO REMAIN. BALANCE OUTSIDE AIR AS INDICATED ON SCHEDULE (SHEET M2). CONTRACTOR SHALL SERVICE EXISTING
AIR CONDITIONING SYSTEM COMPLETELY INCLUDING, BUT NOT LIMITED TO, CLEANING INTERIOR AND EXTERIOR OF ALL COMPONENTS, TOUCH
UP PAINTING, REPLACING AIR FILTERS, INSPECTING AND REPLACING FAN BELTS, CHECKING EVAPORATOR AND CONDENSER FANS AND FAN
MOTORS, CLEANING AND COMBING EVAPORATOR AND CONDENSER COILS, CHECKING AND TRIMMING REFRIGERANT CHARGE, CHECKING
COMPRESSOR AMP DRAW, CHECKING DAMPER OPERATION AND DAMPER MOTORS, CLEANING CONDENSATE DRAIN & TRAP, ETC., TO ENSURE
PROPER OPERATION. SHOULD ANY REPAIRS BE REQUIRED, CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE AND SUBMIT
A WRITTEN COST PROPOSAL INCLUDING COMPLETE COST TO PLACE UNIT IN "LIKE NEW" CONDITION AND TIME ESTIMATE TO COMPLETE REPAIRS.
MECHANICAL LEGEND
SUPPLY DIFFUSER (4-WAY)
1. SHOWROOM = 6611 SQUARE FEET
2. OFFICE = 83 SQUARE FEET
DISTRIBUTIONS:
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
SUPPLY DIFFUSER (1-WAY)
RETURN AIR GRILLE
2006 INTERNATIONAL MECHANICAL CODE REFERENCES:
TABLE FOR REQUIRED OUTDOOR VENTILATION AIR
EXHAUST REGISTER
X1
(TYP. 2)
75
8x6
75
WOMEN'S
TOILET RM.
105
COM
S2
S2
200
200
200
200
G1
G1
G1
G1
XRTU-2
S
4
8
(TYP.5)
24x22
7
5
TO RELATED
THERMOSTAT
EF-1
2
(TYP.3)
6
DTS
3
G1
G1
265
265
PARTS AREA "C"
103
XRTU-2
G1
G1
265
150
1
PROVIDE TRANSITION AS REQUIRED TO CONNECT NEW SUPPLY & RETURN DUCTS TO EXISTING DROPS. SEE PLAN FOR DUCT SIZES. FIELD
VERIFY EXACT LOCATION, SIZES, ETC. OF DUCT DROPS.
SD
10
3
675
S1
3590
cfm
9
4
PROVIDE TEE WITH TURNING VANES AND VOLUME DAMPER IN EACH DIRECTION. TRANSITION TO ROUND DUCT WITH A CONCENTRIC FITTING.
5
MOUNT UNIT HEATER ON WALL AS HIGH AS POSSIBLE, PER MANUFACTURER'S INSTRUCTIONS. SEE SCHEDULE ON SHEET M2 FOR
MORE INFORMATION.
6
INSTALL DUCT TEMPERATURE SENSOR (DTS) IN SUPPLY DUCT DROP FROM ROOF TOP UNIT.
7
WALL CAP - MOUNT AS HIGH AS POSSIBLE.
8
MOUNT "ZSM" IN THIS LOCATION. SEE DETAIL 2/M1 FOR INSTALLATION.
9
INSTALL DUCT SMOKE DETECTOR IN MAIN RETURN DUCT PER LOCAL CODE.
10
COVER OPEN END OF RETURN DUCT WITH A MESH FRAME, PER DETAIL ON SHEET M2.
11
12"x12" DUCT WITH ELBOW UP FROM "R2" TO JUST ABOVE THE CEILING PLATFORM.
R2
TO RELATED
THERMOSTAT
30x18
3
3
UH-2
COM
5
INSTALL COMMUNICATIONS CABLE FROM THERMOSTATS TO THE HUB MODULE MOUNTED WITH THE "EMS" SYSTEM (SEE SHEET ES2) - TYPICAL
OF 2. SEE SHEET E2 FOR MOUNTING OF ADM EQUIPMENT.
150
OFFICE
102
SALES: ("SPECIALTY SHOPS - HARDWARE" OCCUPANCY)
6611 (SQ. FT.) / 1000 (SQ. FT.) = 6.611
6.611 X 8 (PERSONS PER 1000 SQ. FT.) = 53 PEOPLE
53 PEOPLE X 15 (CFM PER PERSON) = 795 CFM OUTSIDE AIR REQ'D
OFFICE: ("OFFICES - OFFICE SPACES" OCCUPANCY)
83 (SQ. FT.) / 1000 (SQ. FT.) = 0.083
0.083 X 7 (PERSONS PER 1000 SQ. FT.) = 1 PERSON
1 PERSONS X 20 (CFM PER PERSON) = 20 CFM OUTSIDE AIR REQ'D
G1
S1
EXISTING EXHAUST REGISTER
RECTANGULAR OR ROUND DUCT
795 CFM + 20 CFM = 815 CFM (REQUIRED)
XRTU-1
XRTU-2
EXISTING DUCT (VERIFY SIZE/SHAPE)
410 CFM OUTSIDE AIR
410 CFM OUTSIDE AIR
EXISTING FLEX DUCT - FIELD VERIFY
TOTAL PROVIDED = 820 CFM
FLEXIBLE DUCT (MAXIMUM LENGTH = 5'-0")
NOTE: UTILIZATION OF FLEX DUCT SHALL BE
ONLY AS INDICATED ON HVAC PLAN
CONSTRUCTION DOCUMENTS WERE PREPARED FROM
PHOTOGRAPHS AND A FIELD SURVEY REPORT (BY OTHERS).
SOME ASSUMPTIONS WERE MADE REGARDING EXISTING
STRUCTURE, EQUIPMENT, SIZES, AND LOCATIONS.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO SUBMITTING A BID. CONTRACTOR SHALL CONTACT
ENGINEER OR ARCHITECT OF RECORD WITH ANY CONFLICTS.
S2
600
EXISTING RETURN AIR GRILLE
NOTE:
11
675
EXISTING SUPPLY DIFFUSER
T
THERMOSTAT
S
ZONE SENSOR MODULE (ZSM)
COM
CATEGORY 5 COMMUNICATION CABLE
DTS
DUCT TEMPERATURE SENSOR
MOTORIZED DAMPER
NOTE:
MOUNT NEW DUCTWORK TIGHT TO STRUCTURE. ALL BRANCH
TAKE-OFFS FROM ROUND DUCT SHALL HAVE SADDLE TAP
FITTINGS. ALL AIR DEVICES SHALL BE PLACED SO AS NOT TO
INTERFERE WITH LIGHTING OR FIXTURE PLACEMENT.
C
CONDENSATE PIPING
R
REFRIGERANT PIPING
AIR FLOW INDICATOR
PARTS AREA "A"
100
SADDLE TAP FITTING
TURNING VANES
150
675
675
S1
S1
DUCT SMOKE DETECTOR
SD
M
PARTS AREA
"B" 101
MICHAEL C. GRAPPERHAUS
License #29412
Exp. Date: 06/30/14
G1
AIRFLOW (CFM) REQUIRED
AIR DEVISE MARK
#
KEYED NOTE REFERENCE
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
MEN'S
TOILET RM.
104
100
UH-1
2
650
G1
4
20x18
N.I.C.
NOT IN CONTRACT
NTS
NOT TO SCALE
EX.
EXISTING
F.V.
FIELD VERIFY
28x18
VOLUME DAMPER
3
XRTU-1
675
1
S1
TO RELATED
THERMOSTAT
COM
SD
9
8
CONTINUOUS
VAPOR BARRIER
S XRTU-1
5
SNAPLOCK
SHEETMETAL
ROUND DUCT
HVAC PLAN
SCALE: 1/8" = 1'-0"
4" WIDE SEALING STRIP
SECURED IN PLACE
W/ 100% ADHESIVE
COVERAGE
DUCTS MUST
BE AIR TIGHT
UNLESS OTHERWISE NOTED DUCT WRAP
SHALL BE 1 1/2" THICK 1 LB. DENSITY
DRAWING IS DIAGRAMMATIC AND NOT TO BE SCALED. REFER TO ARCHITECTURAL PLANS OR FIELD
MEASUREMENTS FOR DIMENSIONS.
2.
ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE CODES NOTED ON THE
COVER SHEET.
3.
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING HIS BID.
NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED FIELD CONDITIONS.
4.
ALL ROOF AND WALL PENETRATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR.
PROVIDE ALL SLEEVES, FLASHINGS, CURBS, REINFORCING ANGLES, SUPPORTING FRAMES, ETC.
REQUIRED UNLESS THEY ARE SPECIFICALLY CALLED OUT TO BE FURNISHED BY OTHERS.
5.
A SUBMITTAL OF ALL MATERIALS AND EQUIPMENT PROPOSED TO BE USED ON THE JOB SHALL BE
PREPARED AS SOON AS POSSIBLE AFTER AWARD OF THE CONTRACT. THE SUBMITTAL WILL BE
REVIEWED BY THE OWNER FOR EQUAL QUALITY AND PERFORMANCE TO THE ITEMS SPECIFIED. ALL
CONTROL DEVICES SHALL BE INCLUDED IN THE SUBMITTAL.
6.
PROPER PERFORMANCE OF THE CONTROL SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR.
7.
THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER
SUBCONTRACTORS OF THE PROJECT. COORDINATION DOES NOT MEAN "I WAS HERE FIRST".
8.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A COMPLETE AND FUNCTIONAL SYSTEM
IN ACCORDANCE WITH THE INTENT OF THE PLAN, WHETHER OR NOT EVERY ELEMENT THEREOF IS
SPECIFICALLY CALLED OUT.
9.
DUCT DIMENSIONS ON PLANS ARE TO BE FINISHED INSIDE DIMENSIONS.
PROVIDE MECHANICAL FASTENERS
WHERE REQUIRED.
ROUND DUCT
5 WRAP INSULATION
M1
1/4" THICK FOAM
RUBBER OR CORK
PAD. MOUNTING
SCREWS PENETRATE
PAD INTO SUITABLE
SUPPORTING WALL
MEMBER. PAD TO
COMPLETELY COVER
BACK OF SENSOR
FLOOR
RTU
ZONE SENSOR
MODULE "ZSM"
SEE 1/M1 FOR
THERMOSTAT LOCATIONS
T
2
CONTINUE TO HUB
MODULE (SEE SHEET ES2)
3
M1
LINER JOINTS
MUST BE AT
CORNERS
DUCT LINER
WHERE REQUIRED
FLOW
RTU EMS WIRING
SQUARE OR
RECTANGULAR
ELBOW
JOINTS TIGHTLY
BUTTED TOGETHER
W/ 100% ADHESIVE
COVERAGE
SINGLE THICKNESS VANES
UP TO 16" LONG.
DOUBLE THICKNESS VANES
OVER 16" LONG.
12. ALL WORK IS TO BE GUARANTEED FOR ONE YEAR UPON OCCUPANCY.
13. NO EQUIPMENT OR FIXTURE SUBSTITUTIONS (THAT ARE NOT CURRENTLY LISTED) WITHOUT PRIOR
WRITTEN APPROVAL OF THE OWNER.
14. UPON COMPLETION, BALANCE SYSTEMS TO AIRFLOWS SHOWN. REPORT THE BALANCING
MEASUREMENTS ON THE "AS BUILT" DRAWINGS.
15. MOUNT NEW CONDENSATE AND REFRIGERANT LINES AS HIGH AS POSSIBLE.
SHEETMETAL
DUCT
DUCTS MUST
BE AIR TIGHT
UNLESS OTHERWISE NOTED DUCT LINING
SHALL BE 1" THICK 1 1/2 LB. DENSITY.
COM
WALL
ZONE SENSOR
2 MODULE INSTALLATION
SHEETMETAL DUCT
ZONE SENSOR
MODULE (ZSM)
S
COM
M1
DUCT SIZES GIVEN
ARE CLEAR INSIDE
11. INSULATE NEW HVAC CONDENSATE DRAIN PIPING WITH 1/2" ARMAFLEX.
FLOW
CO
M
MOUNTED "ZSM" AT
7'-3" A.F.F. TO BOTTOM
OF SENSOR
DUCT THERMOSTAT SENSOR
(DTS)
FLOW
ZSM
10. DUCT MATERIALS SHALL MEET THE LATEST EDITION OF SMACNA HVAC DUCT CONSTRUCTION
STANDARDS. INSTALL TURNING VANES IN ALL ELBOWS. DO NOT SUBSTITUTE RADIUSED ELBOWS.
SEE DIFFUSER INSTALLATION DETAILS ON SHEET M2.
LINING SECURED TO DUCT
WITH 100% COVERAGE OF
ADHESIVE
COM
M1
1.
DUCT SIZES GIVEN
ARE CLEAR INSIDE
7'-3"
1
GENERAL NOTES:
233 South Patterson
Phone: (417) 862-2674
900cfm
(TYP.4)
650
PROJECT:
S1
R1
6
48x14
675
CONNECTION OF NEW TO EXISTING
G1
TO RELATED
THERMOSTAT
DTS
COM
16. CONTROL WIRING BY HVAC CONTRACTOR, FINAL CONNECTIONS BY HVAC CONTRACTOR.
17. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE A ONE-COMPONENT NON-SAG URETHANE
ELASTOMERIC SEALANT. ANY CONTRACTOR WHO USES SILICONE OR ANY OTHER CAULKING WILL BE
REQUIRED TO REMOVE AND REPLACE IT AT HIS OWN EXPENSE.
PROVIDE MECHANICAL FASTENERS
WHERE REQUIRED.
18. THE HVAC SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA 101:7-2 AND NFPA 90A
"STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS."
RECTANGULAR
4 DUCT LINER INSULATION
6
M1
M1
TURNING VANES
19. ALL HVAC SYSTEM FLUES AND VENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA 54
(LATEST EDITION).
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
CLQ
MCG
02/08/13
313243
M1
SHEET 1 OF 2
DISTRIBUTIONS:
EXISTING ROOFTOP UNIT SCHEDULE
SELF-TAPPING
SHEET METAL
SCREWS AT 6" O.C.
RETURN DUCT - SEE
PLAN FOR SIZE
MARK
DESCRIPTION
XRTU-1
XRTU-2
EXISTING ROOFTOP
UNIT (GAS)
MFR.
MODEL NO.
DISCHARGE
TONS
ESP
CFM
OUTSIDE
AIR
TRANE
YSC120E3E
VERTICAL
10
VERIFY
4000
410
ENTERING AIR
CONDITIONS (ARI)
NET COOLING
CAPACITY (MBH)
ARI
EER
113
11.3
ELECTRICAL MCA/
HEATING
CAPACITY (IN/OUT) VOLTS/PH/HZ MOCP
200/160
208-230/3/60
50.3/60
UNIT
WEIGHT
ACCESSORIES
REPLACE EX. WITH
TS1, DTS, ZSM, SD
OWNER REVIEW
02/08/13
PERMIT/BID
02/21/13
EX.
NOTES:
1.
INFORMATION PROVIDED ABOVE IS BASED ON SURVEY AND/OR INFORMATION SUPPLIED BY OTHERS.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. **
**PERFORMANCE DATA SCHEDULED ABOVE IS BASED ON MANUFACTURER'S AVAILABLE LITERATURE AND
MUST BE VERIFIED / ADJUSTED FOR EXISTING FIELD CONDITIONS.
2.
ALSO REFER TO KEYED NOTE #1 ON SHEET M1.
ACCESSORIES - O'REILLY SUPPLIED AND FIELD INSTALLED
3.
ADJUST OUTDOOR AIR QUANTITIES INDICATED ABOVE (ALSO REFER TO CHART ON M1).
4.
CONTRACTOR SHALL CONFIRM BREAKER SIZE MATCHES NAME PLATE ELECTRICAL DATA. NOTIFY
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
TS1 - T-STAT - ADMMicro MODEL TS-300 COMMUNICATING THERMOSTAT WITH AUTO-CHANGEOVER,
2-STAGE COOLING, 2-STAGE HEATING, (NO SUBSTITUTIONS)
DTS - DUCT TEMPERATURE SENSOR. - ADMMicro MODEL DTS-1 TEMP. SENSOR (NO SUBSTITUTIONS)
5.
CONTRACTOR SHALL FIELD CONFIRM SIZE OF ANY EXISTING SUPPLEMENTAL HEAT. CONTACT
PROFESSIONAL OF RECORD IF REVISIONS MAY BE REQUIRED.
1" MESH
ZSM - ZONE SENSOR MODULE - ADMMicro MODEL ADM-ZSM-00 (NO SUBSTITUTIONS)
INSTALL FRAME (WITH 1"
FILTER) AT OPEN END OF
RETURN DUCT
GRILLE AND DIFFUSER SCHEDULE
(RETURN DUCTS ONLY)
SNAPLOCK
SHEET METAL FLAT
OVAL DUCT
FINISH
MOUNTING
BRANCH
DUCT SIZE
EPL
24x24
WHITE
LAY-IN
SEE PLAN
ANEMOSTAT
E-1-D
12x12
WHITE
SURFACE
SEE PLAN
DT
SUPPLY GRILLE
ANEMOSTAT
S20H
14x8
WHITE
DUCT
SEE PLAN
OB
R1
RETURN GRILLE
ANEMOSTAT
S3HD-81
24x24
WHITE
LAY-IN
N/A
R2
RETURN GRILLE
ANEMOSTAT
S3HD-81
12x12
WHITE
SURFACE
N/A
X1
EXHAUST GRILLE
ANEMOSTAT
12x12
WHITE
SURFACE
DESCRIPTION
MFR.
S1
SUPPLY DIFFUSER
ANEMOSTAT
S2
SUPPLY DIFFUSER
G1
CAT. NO.
S3HS
-
5
4/M2
(SIM.)
SEE PLAN
4/M2
(SIM.)
OB
2.
UNLESS NOTED OTHERWISE - NECK SIZE OF DIFFUSER WILL MATCH DUCTWORK
RUNOUTS TO THE DIFFUSERS.
3.
1-WAY AIR FLOW
4.
4-WAY AIR FLOW
5.
PROVIDE 1" FIBERGLASS FILTER FOR GRILLE.
* KRUEGER
UNIT HEATER SCHEDULE
MARK
MFG/MODEL
CFM
HTG.
KW
WEIGHT
UH-1, 2
REZNOR
EGHB10AK2
700
10
45lbs.
ELECT.
VOLT / PH
ACC'S.
REMARKS
1, 2
1
ACCESSORY OPTIONS:
1. CL5 THERMOSTAT (SEE ELEC. FOR INSTALLATION)
2. DISCONNECT
REMARKS:
1. HORIZONTAL WALL MOUNT WITH SUPPLIED
MOUNTING KIT PER MANUFACTURER'S INSTRUCTIONS.
EXHAUST FAN SCHEDULE
MARK
EF-1
DESCRIPTION
MFR.
DOUBLE RESTROOM
COOK
IN-LINE EXHAUST FAN
CAT. NO.
GN-340
ACCESSORIES
DIFFUSER IN LAY-IN PANEL OR CENTERED IN
CEILING TILE. SEE SCHEDULE. REFER TO
PLAN FOR DIRECTION OF THROW.
3/M2
(SIM.)
DIRECTIONAL TABS.
3" WIDE GALVANIZED STRAP
SUPPORT AT 5'-0" O.C.
SQUARE x ROUND
ADAPTER
5
DT -
CLAMP AND TAPE ALL
FLEX DUCT JOINTS
SADDLE TAP FITTING (IF
FROM ROUND DUCT) WITH
BALANCING DAMPER
EQUIVALENT TO "AIR TIGHT
TAKEOFF" #CATDR
JONESBORO AR. PHONE#
1-870-935-8483
-
DIRECTIONAL TABS, ADJUST TO PROVIDE THROW AS INDICATED ON PLANS.
SCALE: N.T.S.
ROUND DUCT
WITH DUCT WRAP
INSULATION.
4/M2
1.
2 INSULATED DUCT INSTALLATION
UL LISTED CLASS 1 PREINSULATED
FLEX DUCT RUNOUT TO DIFFUSER,
NOT OVER 8 FEET LONG. SIZE SAME
AS DIFFUSER NECK.
1, 2, 3
OPPOSED BLADE DAMPER.
ALL TRANSVERSE DUCT JOINTS SHALL
BE SEALED WITH DUCT SEALANT
(SMACNA SEAL CLASS "C"). DUCT
SEALANT SHALL BE OF THE SYNTHETIC
ELASTOMERIC TYPE EQUAL TO
"UNITED" "UNI-SEAL". DUCT TAPE
SHALL NOT BE USED AS THE PRIMARY
SEALANT
INSULATED DUCT SEE DETAILS ON M1
3/M2
OB -
* CARNES * PRICE INDUSTRIES
SUPPORT DIFFUSER FROM ROOF
FRAMING WITH WIRE AS REQUIRED
TO PREVENT SAGGING OF CEILING
2, 4
REMARKS
GRILLES, DIFFUSERS, AND DAMPERS
* TUTTLE AND BAILEY * NAILOR * ARROW
* TITUS
M2
REF.
DETAIL
ACCESSORIES
APPROVED ALTERNATE MANUFACTURER'S
8" WIDE X 20 GAUGE GALVANIZED STEEL
PLATE SHIELD REQUIRED AT EACH
HANGER, FULL WIDTH OF DUCT AND AT
EACH POINT OF CONTACT WITH
STRUCTURE ABOVE DUCT
REMARKS
ACCESSORIES
BD
DS
WC
- BACK DRAFT DAMPER
- DISCONNECT SWITCH, PRE WIRED
- WALL CAP - COOK #WCA-2, ALUMINUM
CFM
(NOM)
200
STATIC MOTOR
PRESS.
H.P.
0.125
132W
ELECTRICAL
ACC.'S
REMARKS
VOLTS/PH
120/1
BD, DS, WC
REF.
DETAIL
1, 2
-
REMARKS
1.
ADJUST FOR CFM REQUIRED
2.
EXHAUST FAN SHALL BE WIRED BY THE ELEC. CONTRACTOR
TO OPERATE WITH EITHER RESTROOM LIGHT SWITCH.
APPROVED ALTERNATE MANUFACTURER'S
FANS:
* GREENHECK
* CARNES
PROJECT:
20 GAUGE GALVANIZED SHEET METAL
STRAPS ATTACHED TO STRUCTURE
ABOVE
SIZE (IN.)
MARK
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
SCALE: N.T.S.
- SMOKE DETECTOR - DUCT SMOKE DETECTOR - PROVIDE MODEL COMPATIBLE WITH EMS EQUIPMENT.
1 REMOVABLE FRAME
M2
SD
License #29412
Exp. Date: 06/30/14
M2
233 South Patterson
Phone: (417) 862-2674
3 TYPICAL LAY-IN DIFFUSER
SCALE: N.T.S.
INSULATED ROUND DUCT
(WHERE APPLICABLE)
FRAMING SPACING
16" O.C.
5/8" SHEETROCK
(EACH SIDE)
6" METAL
STUDS
SURFACE MOUNTED
SUPPLY AIR GRILLE
12" x 12"
CEILING OPENING
13"
4 SURFACE MOUNTED DIFFUSER
M2
SCALE: N.T.S.
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
CLQ
MCG
02/08/13
313243
M2
SHEET 2 OF 2
PLUMBING FIXTURE SCHEDULE
1
CW
3
PIPING REQUIREMENTS
MARK
CW
TP
WOMEN'S
TOILET
RM 105
FD
S
S
4
MEN'S
TOILET
RM 104
FD
S
FD
MB
URN
WASTE
VENT
SUPPLY
REMARKS
AMERICAN STANDARD
CADET RIGHT HEIGHT 16-1/2"H
PRESSURE ASSISTED WATER
CLOSET #2467.016
CHURCH 9500CT WHITE OPEN FRONT
SEAT COMPLETE WITH BOLT CAPS.
4"
2"
1/2"
LOW CONSUMPTION, 1.6gpf
(MAX.) - MEETS ADA GUIDELINES & "ANSI A117.1"
ZURN, ELJER
URN
URINAL
(WALL-MOUNTED)
AMERICAN STANDARD
LYNBROOK 1.0gpf
6601.012
SLOAN ROYAL #186-1 FLUSH VALVE,
JAY R. SMITH SERIES #600 FLOOR-MOUNTED
URINAL SUPPORT
2"
1-1/2"
3/4"
-
KOHLER
ELJER, CRANE
LAV
HANDICAP ACCESSIBLE
LAVATORY
(WALL MOUNTED)
AMERICAN STANDARD
LUCERNE 0355.012
4" CENTERS
2"
1-1/2"
3/4"
SEE NOTE 2
ZURN, ELJER, WADE
HDF
BARRIER-FREE TWO
STATION HI/LO
DRINKING FOUNTAIN
ELKAY
1-1/2"
1-1/2"
1/2"
FD
FLOOR DRAIN
JAY R. SMITH
2005-A-(PB) (CAST IRON)
2"
2"
-
UPPER HEIGHT 40" A.F.F.
LOWER HEIGHT 33" A.F.F.
ADA COMPLY
-
CO
CLEANOUT (INTERIOR)
JAY R. SMITH
4100
SEE PLAN
-
-
SAME SIZE AS LINE
URN
S
HW
ACCESSORIES
CLASSIC CENTERSET FAUCET, JAY R. SMITH #0700-M31
FLOOR MOUNTED LAVATORY SUPPORTS
EZSTL8LC
ACCESSORY APRON #LKAPREZL ON UPPER UNIT
(THREE SIDES OF CONTROL) (ADA COMPLIANT WHEN MOUNTED ON EXPOSED WALL)
CARPET CLAMPING RING AS REQUIRED
THERMAL MIXING VALVE
TOILET
ROOMS
NOTE:
REFER TO SANITARY &
WATER RISER DIAGRAMS
FOR PIPE SIZING.
WADE, ZURN
KEY
KEY
2
ENL. WATER PLAN
SCALE: 3/8" = 1'-0"
P1
ENL. SANITARY PLAN
SCALE: 3/8" = 1'-0"
1/2"CW
2"V
PPP, INC.
P1-500
TAPPED P-TRAP ADAPTOR
-
-
1/2"
SEE 7/P1
-
WHA
WATER HAMMER
ARRESTER
SIOUX CHIEF
652-A
-
-
-
-
-
JAY R. SMITH,
WADE, ZURN
MB
MOP BASIN
FIAT
FIAT MSB-2424
FIAT #832-AA HOSE & BRACKET,
#889-CC-24" HANGER,
SPEAKMAN SC-5811-RCP FAUCET
3"
2"
3/4"
WITH VACUUM BREAKER
HAWS, ZURN
EW
EYE WASH
SPEAKMAN
SEF-9000
-
-
-
1/2"
-
-
BFP
BACKFLOW PREVENTOR
WATTS
007M10T-S
IF REQUIRED. FIELD VERIFY
-
-
1"
DOUBLE CHECK VALVE TYPE
FEBCO, ZURN
1.
COORDINATE ROUGH-IN OF ALL PLUMBING FIXTURES WITH ARCHITECTURAL DRAWINGS.
2.
SINKS AND LAVATORIES FOR HANDICAPPED ACCESS SHALL BE INSTALLED WITH OFFSET TAILPIECES. ALL SINK
AND LAVATORY DRAIN AND WATER LINES SHALL BE INSULATED WITH PROTECTIVE DEVICES EQUAL TO "McGUIRE"
#PW 2150 WC WHITE MOLDED CLOSED CELL VINYL, OR "TRUEBRO" #103W, WHITE MOLDED VINYL.
3/4"CW
3"V
3"
DUAL VOLTAGE = 240 OR 208 @
25% REDUCED INPUT)
40AMPS, 9.5 kW (MIN. WIRE = #8 AWG)
EX95T
2"
FD
1
3/4"HW
3/4"CW
FD
4
2"V
4"
2"V
4"
1/2"
NO SUBSTITUTIONS
1 1/2"V
3/4"CW
4"
2"
LAV
3
LAV
SCALE: NOT TO SCALE
P1
EXTEND NEW 1" WATER FROM EXISTING MINIMUM 1" OR LARGER WATER, PRIOR TO SERVICE TO
ANY RESTROOM FIXTURES. PROVIDE SHUT OFF VALVE, METER WITH REMOTE READER OR
SUB-METER, BACKFLOW PREVENTOR, PRESSURE REDUCING VALVE, ETC. AS REQUIRED. FIELD
VERIFY EXACT SIZE, LOCATION, PRESSURE, ETC. OF EXISTING PIPING PRIOR TO ROUGHING IN OR
INSTALLING NEW PIPING. VERIFY EXACT UTILITY REQUIREMENTS.
3"
HDF
4
EXTEND NEW 4" VENT THROUGH ROOF, OR USE EXISTING IF FIELD VERIFIED IN CLOSE PROXIMITY
TO NEW RESTROOMS. COORDINATE NEW ROOF PENETRATION REQUIREMENTS WITH
LANDLORD'S ROOFING CONTRACTOR.
1 1/2"V
2"
4"
2"
WATER RISER
2
FD
2"
HWC
EXTEND NEW SANITARY (SEE RISER FOR SIZE) TO NEAREST EXISTING 4" MINIMUM SANITARY.
FIELD VERIFY EXACT LOCATION, INVERT, FLOW, ETC. PRIOR TO ROUGHING IN OR INSTALLING NEW
SANITARY PIPING.
2"
1 1/2"V
4"
GENERAL PLUMBING NOTES:
1
URN
HWC
WH
4
4"
FD
1 1/2"
3"
NOTE:
SEE APPLICABLE PLUMBING CODE
FOR MINIMUM WASTE PIPING SLOPE.
4"
2"
ROUTE NEW 2" SANITARY IN WALL AND DROP TO 4" SANITARY AT MOP BASIN, TO MINIMIZE WORK
BELOW THE SLAB. FIELD VERIFY REQUIRED SLOPE, INVERT, ETC. PRIOR TO ROUGHING IN OR
INSTALLING NEW PIPING.
CO
CW
SANITARY RISER
2.
ALL PLUMBING WORK IS TO BE DONE IN ACCORDANCE WITH THE APPLICABLE CODE(S) NOTED ON
THE COVER SHEET.
3.
PIPING MATERIAL (UNDERGROUND & ABOVE GROUND WATER, DRAIN, WASTE & VENT) SHALL BE
PER APPLICABLE CODE NOTED ON THE COVER SHEET.
4.
VALVES ON WATER LINES SHALL BE BRONZE BALL VALVES. DO NOT SUBSTITUTE GATE OR GLOBE
VALVES. VALVES SHALL BE THE SAME SIZE AS THEIR INLET PIPING.
5.
ALL PLUMBING FIXTURES ARE TO BE FURNISHED COMPLETE WITH NECESSARY STOPS, TRAPS,
TAILPIECES, TRIM, ETC.
6.
THE CONTRACTOR SHALL COOPERATE AND COORDINATE WITH ALL OTHER CONTRACTORS AND
SUBCONTRACTORS IN LAYING OUT AND INSTALLING THIS WORK.
7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A COMPLETE AND FUNCTIONAL
SYSTEM IN ACCORDANCE WITH THE INTENT OF THE PLANS, WHETHER OR NOT EVERY ELEMENT
THEREOF IS SPECIFICALLY CALLED OUT.
8.
DO NOT INSTALL CAPPED AIR CHAMBERS AT FIXTURES. INSTALL WATER HAMMER ARRESTORS AS
CALLED FOR ON PLAN. ARRESTORS ARE TO BE RATED FOR INSTALLATION IN CONCEALED
LOCATIONS.
9.
ALL HOT AND COLD WATER SUPPLY PIPING CONNECTIONS TO FIXTURES SHALL BE 1/2" UNLESS
NOTED OTHERWISE.
10. PLUMBING PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. PROVIDE REQUIRED
CLEARANCES PER "N.E.C.". COORDINATE ELECTRICAL PANELS LOCATIONS WITH THE ELECTRICAL
CONTRACTOR.
11. INSTALL PIPE INSULATION ON ALL DOMESTIC WATER LINES ABOVE FINISHED FLOOR
BALL
VALVE
CW
CW
NOTE:
SET WATER HEATER
CONTINUE HOT AND COLD WATER
LINES AS SHOWN ON ENLARGED
SUPPLY PIPING PLAN
CW
MOP
HANGER
12. CONTRACTOR SHALL COORDINATE WITH ALL STATE AND LOCAL BUILDING REGULATION AGENCIES
AND UTILITY COMPANY(S) IN THE PROCUREMENT OF AND PAYMENT OF ALL PERMITS, LICENSES,
FEES AND CHARGES REQUIRED FOR THE PERFORMANCE OF THE WORK.
3/4" X 1/2" TEE.
HW
TRAP PRIMER VALVE WITH INTEGRAL
BACKFLOW PREVENTER AND VACUUM
BREAKER PORT. PRECISION PLUMBING
PRODUCTS MODEL P1-500.
COLD WATER SUPPLY
HW
HOT AND COLD WATER
LINES INSIDE WALL
1" EXPOSED CW SHUT OFF VALVE.
SEE ENLARGED PIPING PLAN.
DISTRIBUTION UNIT #DU-2
WH
HW AND CW LINES
TO LAV
NEW INSTANTANEOUS
WATER HEATER
1/2" PEX POLYETHYLENE TUBING.
ROUTE THRU PARTITION OR IN
WALL AND UNDER SLAB BELOW
FLOOR TO P-TRAPS, SEE PLAN.
LAV
EYEWASH (EW)
2'-5"
FAUCET
10-3/4"
WH
8"
UNION (TYP)
DISTRIBUTION UNIT TO BE
MOUNTED
(ABOVE CEILING)
HWC
EXPOSED HW
OUT (INSULATED)
2-7/8"
5"
5-1/4"
MOP BASIN (MB)
18. INSTALL ACCESS PANELS OR DOORS WHERE EQUIPMENT AND/OR VALVES ARE INSTALLED IN
CONCEALED LOCATIONS.
FINISHED FLR.
WATER HEATER
MOUNTING HGT.
TAPPED P-TRAP ADAPTER,
PPP INC. OR EQUAL
P1
HOT WATER PIPING
WASTE LINE
P-TRAP
WALL BASE
SCALE: NOT TO SCALE
15. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE ELASTOMERIC POLYURETHANE (NO
EXCEPTIONS) EQUIVALENT TO "VULKEM" 116. ANY CONTRACTOR WHO USED SILICONE OR ANY
OTHER CAULKING WILL BE REQUIRED TO REMOVE AND REPLACE WITH ELASTOMERIC
POLYURETHANE AT HIS OWN EXPENSE.
17. PLUMBING SUB-CONTRACTOR SHALL INFORM THE ELECTRICAL SUB-CONTRACTOR OF THE
VOLTAGE AND POWER REQUIREMENTS OF ALL PLUMBING EQUIPMENT TO BE INSTALLED.
NO FITTINGS BELOW SLAB
ALLOWED
6
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ROUTE ALL WATER PIPING AROUND SPACES WITH
TEMPERATURES BELOW FREEZING (i.e. ATTICS, CHASES, EXTERIOR WALLS, ETC.) IF FREEZING OF
ANY WATER PIPING OCCURS IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE
PIPING THRU A NON-FREEZING SPACE TO THE FIXTURE / APPLIANCE ORIGINALLY SERVED BY THE
FROZEN PIPING.
FINISH FLOOR
EXPOSED CW (INSULATED)
48"
HOSE BRACKET
13. PROVIDE CHROME ESCUTCHEON COVERPLATES AT ALL PIPE PENETRATIONS OF FINISHED WALL
SURFACES.
16. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY FROM THE DATE OF ACCEPTANCE BY THE
OWNER ON ALL WORK PERFORMED.
10-1/4"
36"
DRAWING IS DIAGRAMMATIC AND IS NOT TO BE SCALED. REFER TO ARCHITECTURAL PLANS FOR
DIMENSIONS.
SCALE: NOT TO SCALE
1" CW DISTRIBUTION.
SEE ENLARGED PIPING PLAN.
ELV. AT MOP BASIN
1.
4"
1" INCOMING CW. SEE ENLARGED PIPING PLAN.
54"
-
ATTN:
SANDI YOUNG - DIRECT LINE: (314) 573-2082 / [email protected]
or SAM CAST - DIRECT LINE: (314) 573-2081 / [email protected]
TOLL FREE PHONE: (800) 289-5254
TOLL FREE FAX: (888) 280-0128
GRAYBAR ELECTRIC CO., INC.
11885 LACKLAND RD.
ST. LOUIS, MO 63146
KEYED NOTES:
4"
3
NO FLAT VENTING
ALLOWED. DRY VENTS
SHALL RISE VERTICALLY
TO 6" (MIN.) ABOVE FLOOR
LEVEL RIM OF HIGHEST
TRAP OR TRAPPED
FIXTURE BEING VENTED.
P1
-
UL LISTED FOR USE WITHOUT
PRESSURE RELIEF VALVE.
3"V
4"V
HWC
SCALE: NOT TO SCALE
FOR HANDICAPPED-ACCESSIBLE WATER CLOSETS, FURNISH AND INSTALL WITH FLUSH HANDLE ON THE
WIDE SIDE OF THE RESTROOM.
233 South Patterson
Phone: (417) 862-2674
3/4"CW
3/4"HW
1/2"CW
1"CW
HWC
URN
5
1 1/2"V
MB
4"
P1
3.
WHA
MB
3
INSTANT WATER HEATER EEMAX "THERMOSTATIC"
WATER HEATER SHALL BE DIRECT ORDERED
AND OR RELEASED FROM THE LISTED ELECTRICAL
EQUIPMENT DISTRIBUTOR:
W
1/2" 1/2"
HDF
License #29412
Exp. Date: 06/30/14
2"V
2
1"C
W
"C
-
TRAP PRIMER
WH
LAV
TMV
3/8"
OWNER SUPPLIED, CONTRACTOR INSTALLED
4"VTR
LAV
TMV
-
02/21/13
NOTE:
2"V
TP
-
TP
TOILET
ROOMS
NOTE:
REFER TO SANITARY &
WATER RISER DIAGRAMS
FOR PIPE SIZING.
3/4
-
PERMIT/BID
WADE, ZURN
MAX. TEMP. PER ANSI/ASSE
CO
P1
USG-B
HDF
HDF
1
WATTS
02/08/13
HALSEY TAYLOR
3/8" TEMPERED OUTLET,
TMV
OWNER REVIEW
PROJECT:
CW
LAV
LAV
LAV
WH
CATALOG NO.
HANDICAP ACCESSIBLE
WATER CLOSET
(TANK TYPE)
CW
LAV
MANUFACTURER
APPROVED
MANUFACTURERS
HWC
S
EW
MEN'S
TOILET
RM 104
CW
FD
HWC
HW
CW
WOMEN'S
TOILET
RM 105
HWC
MB
HWC
DESCRIPTION
S
S
HW
HWC
DISTRIBUTIONS:
PROJECT MANAGERS
10877 Watson Road
St. Louis, MO 63127
Phone: (314) 821-1100
SEE 3 &
5/P1
7
P1
TRAP PRIMER
PIPING LEGEND
HW
HOT WATER
CW
COLD WATER
S
WASTE (BELOW GRADE)
S
WASTE (ABOVE GRADE)
VENT
SCALE: NOT TO SCALE
WATER HAMMER ARRESTER
DRAWN:
CHECKED:
DATE:
JOB NO.:
SHEET:
CLQ
MCG
02/08/13
313243
P1
SHEET 1 OF 1

Re-Model O`Reilly Auto Parts Store 321 SOUTH MAIN STREET

Transcription

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